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WisDOT Pit and Quarry Listing for Use in 2016.
Acceptable “Pit” sources are those tested in 2012 to 2016.
Acceptable “Quarry” sources are those tested in 2014 to 2016.
All source test data (both satisfactory and non‐satisfactory) is shown, please check source data to ensure source meets specification requirements for the intended usage.
[1] % Chert means % Lightweight retained on 3/8” sieve
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* 19TH HOLE (BURGESS) Q SE SW 15 5N 3E Iowa 0 225 2382010 1.0 1.6 10.9 9.2 36.0 2.507 3.903
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* 19TH HOLE (BURGESS) Q SE SW 15 5N 3E Iowa 0 225 2162013 3.7 7.4 8.9 35.1 2.531 3.711
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
3M Q NW SE 11 29N 7E Marathon 0 225 2422014 0.0 2.5 3.7 16.2 2.812 0.760
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
A-FRAME P NE NE 22 37N 6E Oneida 0 225 1692016 0.0 0.3 4.6 20.3 2.681 1.169
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ABNET Q 2 104N 5W Houston, Mn 0 225 1062011 0.8 4.9 8.7 35.0 2.596 2.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ABNET Q 2 104N 5W Houston, Mn 0 225 2042014 1.9 2.3 10.4 35.2 2.590 2.276
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ADAM SAND AND GRAVEL P NW 32 2N 20E Kenosha 0 225 1792015 0.0 1.3 2.8 28.4 2.675 1.424
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ADAMETZ Q SE SE 11 6N 1W Grant 0 225 1082010 0.3 2.5 4.6 7.3 30.7 2.675 1.504
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ADAMETZ Q SE SE 11 6N 1W Grant 0 225 1702014 1.6 2.1 4.1 8.0 31.3 2.613 2.133
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ADDISON ROAD PIT P NW NW 6 10N 19E Washingtion 0 225 1812014 1.1 1.9 8.2 8.0 37.0 2.717 0.997
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
AGGRECON Q SE 33 17N 21E Manitowoc 0 225 48 2011 0.7 0.6 15.9 35.0 2.724 1.379
Approved Use : CONCRETE, OGBC, Base Aggregate
AGGRECON Q SE 33 17N 21E Manitowoc 0 225 2632013 0.5 0.0 1.3 7.9 34.4 2.740 0.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
AGGRECON Q SE 33 17N 21E Manitowoc 0 225 1822015 1.5 0.0 1.4 7.6 32.9 2.719 1.152
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
AGGRECON P SE 33 17N 21E Manitowoc 0 225 1832015 0.0 1.0 6.2 30.3 2.765 0.811
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
AGGRECON - CAPSTONE P SE 33 17N 21E Manitowoc 0 225 2282016 0.5 0.0 1.0 5.2 22.6 2.777 0.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
AINSWORTH P SW SW 1 33N 12E Langlade 0 225 2342014 0.0 1.7 3.7 16.9 2.690 0.919
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ALVA MILLER Q 17 9N 2W Richland 0 225 2192016 0.0 2.2 7.3 30.3 2.692 1.299
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 1 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
AMERICAN MATERIALS #31 P N NE 2 26N 10W Eau Claire 0 225 1092012 0.0 1.3 3.6 18.7 2.666 1.082
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
AMERICAN MATERIALS (PIT #52) P NE NW 30N 8W Chippewa 0 225 1492012 0.0 2.2 3.8 17.3 2.761 1.039
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* AMONS POTTER ROAD P SE SE 17 3N 17E Walworth 0 225 74 2011 2.1 0.0 6.6 8.4 33.2 2.652 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
AMY P SE NW 10 32N 11W Barron 0 225 2452013 0.0 2.2 12.5 28.3 2.686 1.419
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANDERSON Q SW SE 34 3N 1W Grant 0 225 1052010 0.3 3.4 6.9 12.7 43.2 2.584 2.621
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANDERSON Q SW SE 34 3N 1W Grant 0 225 57 2013 0.8 6.5 9.8 11.9 42.3 2.530 3.327
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANDERSON Q SW SE 34 3N 1W Grant 0 225 1312016 1.5 6.1 7.6 12.8 44.0 2.549 3.202
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ANDERSON P NW SE 6 31N 22E Marinette 0 225 1722016 0.0 1.1 6.2 28.2 2.679 1.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ANTIGO P SE NE 13 31N 11E Langlade 0 225 21 2014 0.0 0.5 4.6 22.0 2.679 0.693
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANTIOCH P 9 46N 9E Lake, Il 0 225 1892014 2.2 0.0 4.8 7.9 33.9 2.695 1.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
APPEL Q NW SW 11 1N 3E Lafayette 0 225 1872010 0.1 1.5 4.4 9.2 37.4 2.651 1.781
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
APPEL Q NW SW 11 1N 3E Lafayette 0 225 1322015 0.2 0.4 3.5 10.1 38.7 2.635 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
APPLE Q NW SW 11 1N 3E Lafayette 0 225 1682014 0.7 1.5 2.4 15.1 47.5 2.568 2.931
Approved Use : CONCRETE, OGBC, Base Aggregate
ARCADIA (NE QUAD) Q SW NE 16 20N 9W Trempealeau 0 225 29 2011 0.0 4.3 10.8 41.7 2.530 2.740
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ARCADIA (NE QUAD) Q SW NE 16 20N 9W Trempealeau 0 225 52 2014 0.0 7.4 9.2 37.1 2.566 2.462
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ARCADIA (SE QUAD) Q NW SE 16 20N 9W Trempealeau 0 225 26 2011 0.0 5.4 10.9 41.2 2.582 2.368
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ARCADIA (SE QUAD) Q NW SE 16 20N 9W Trempealeau 0 225 50 2014 0.0 10.4 11.3 41.6 2.563 2.648
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 2 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
ARLINGTON P 23 10N 9E Columbia 0 225 98 2012 2.6 0.0 2.2 5.7 26.7 2.664 1.805
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* ARROWHEAD SAND & GRAVEL P S NW 11 52N 17W St Louis, Mn 0 225 1932011 2.6 1.5 3.2 16.3 2.760 0.620
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ASHTON Q SW SW 26 4N 3W Grant 0 225 2182016 3.6 1.1 12.3 42.2 2.588 2.893
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ATHENS Q S SE 24 30N 4E Marathon 0 225 81 2013 0.0 0.4 4.5 23.3 2.727 0.531
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ATHENS Q S SE 24 30N 4E Marathon 0 225 2432016 0.0 0.2 5.1 24.8 2.695 0.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BADGER PIT P E NE 18 20N 21E Manitowoc 0 225 1572014 0.0 1.2 6.4 29.3 2.721 1.303
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BADGERLAND-SHOTO Q SE SW 20 20N 24E Manitowoc 0 225 67 2016 0.8 0.0 1.2 8.0 32.1 2.798 0.704
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BAGLEY Q NE NW 17 5N 6W Grant 0 225 66 2015 3.9 4.4 7.4 28.1 2.589 2.323
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* BAILEY Q SE SE 22 9N 2W Richland 0 225 2072012 1.5 6.4 9.3 9.5 37.7 2.631 2.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAILEYS HARBOR Q SW NW 17 30N 28E Door 0 225 58 2012 7.1 0.0 11.9 8.0 33.9 2.619 2.462
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
BAILEYS HARBOR Q SW NW 17 30N 28E Door 0 225 9 2013 3.9 0.0 7.1 6.5 29.6 2.639 1.994
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAILEYS HARBOR Q SW NW 17 30N 28E Door 0 225 73 2016 4.5 0.0 4.4 7.7 33.0 2.631 2.132
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BALFANZ Q NE NE 14 10N 5E Sauk 0 225 211 2015 0.0 3.8 9.0 42.8 2.557 2.758
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BALLWEG Q SE 25 10N 7E Columbia 0 225 114 2010 1.0 9.4 12.5 38.1 2.450 3.695
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BALLWEG Q SE 25 10N 7E Columbia 0 225 76 2013 0.9 1.4 2.0 12.3 34.6 2.585 2.625
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BALLWEG Q SE 25 10N 7E Columbia 0 225 63 2016 0.8 1.1 1.0 7.2 30.7 2.590 2.547
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BANKER P NE 10 6N 13E Jefferson 0 225 1332012 4.7 0.0 2.9 5.4 26.2 2.646 1.791
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 3 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
BARNES Q NW NE 21 44N 9W Bayfield 0 225 3 2012 0.0 4.2 3.3 13.9 2.796 1.862
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BARNES Q NW NE 21 44N 9W Bayfield 0 225 1572015 0.0 7.1 3.9 15.4 2.874 0.570
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BARNEVELD Q NE NE 10 6N 5E Iowa 0 225 1472012 1.2 2.8 2.9 10.5 40.4 2.570 2.841
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BARNEVELD Q NE NE 10 6N 5E Iowa 0 225 1232015 1.0 6.1 3.0 12.0 44.0 2.551 3.176
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BARTEL P SW NE 23 23N 11E Waupaca 0 225 94 2012 0.0 5.0 8.4 31.5 2.682 1.094
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BATZLER / STEGER P SW SW 24 13N 18E Fon Du Lac 0 225 7 2014 0.0 1.5 6.1 27.0 2.759 0.846
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* BAUER Q SE SW 24 25N 3E Wood 0 225 2182011 0.0 1.2 5.5 21.3 2.723 0.433
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAUMEISTER P NW 19 2N 19E Racine 0 225 1712011 0.0 3.8 5.7 26.4 2.649 1.950
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAUMEISTER P NW 19 2N 19E Racine 0 225 112 2016 0.0 3.2 5.7 25.5 2.632 1.516
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* BAUMHARDT GOEBEL P NE NW 5 14N 19E Fond Du Lac 0 225 116 2011 0.9 1.5 2.5 6.9 33.4 2.725 1.179
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAZILE HILLS P NW SW 2 25N 12E Waupaca 0 225 2602016 0.0 1.4 7.8 32.1 2.638 0.634
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEAVER Q NE NE 26 31N 20E Marinette 0 225 94 2014 1.0 3.1 6.3 27.4 2.726 1.181
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BECKER Q NW SW 1 20N 12W Buffalo 0 225 1322010 0.0 2.7 13.8 46.8 2.507 3.194
Approved Use : CONCRETE, OGBC, Base Aggregate
BECKER P SW 34 13N 10E Columbia 0 225 1512010 0.8 0.0 3.6 5.6 25.2 2.711 1.397
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BECKER P SW 34 13N 10E Columbia 0 225 42 2016 0.0 2.0 6.8 29.1 2.658 1.856
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BECKER Q NW SW 1 20N 12W Buffalo 0 225 2612016 0.0 6.6 12.3 44.5 2.534 2.863
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEECHER P NW NE 20 36N 21E Marinette 0 225 1562012 0.0 3.7 7.0 29.7 2.736 0.881
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 4 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
BEHRENS Q NW SW 20 31N 22E Marinette 0 225 2492014 0.0 1.7 5.6 25.7 2.730 1.034
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 85 2011 2.8 3.5 6.5 29.1 2.758 1.028
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 28 2014 0.5 3.3 3.6 5.8 26.3 2.751 1.003
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 49 2015 0.1 2.1 1.4 5.6 24.3 2.768 0.891
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 1712016 0.9 1.3 4.5 21.5 2.780 0.825
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BENDORF Q SW NE 19 4N 2W Grant 0 225 1802011 0.0 1.9 11.9 15.2 49.7 2.562 3.033
Approved Use : CONCRETE, OGBC, Base Aggregate
BENDORF Q SW NE 19 4N 2W Grant 0 225 1662014 0.0 3.4 3.9 13.5 45.0 2.538 3.287
Approved Use : CONCRETE, OGBC, Base Aggregate
BENECKER Q 5 6N 6W Crawford 0 225 1 2014 10.9 3.2 10.3 16.7 49.4 2.511 3.275
Approved Use : OGBC, Base Aggregate
BENES P SW NE 8 32N 11E Langlade 0 225 2412012 0.0 3.3 5.3 21.6 2.750 0.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERGMAN P NW SE 36 33N 7E Lincoln 0 225 2292013 0.0 1.8 5.2 22.3 2.700 1.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 44 2010 2.1 4.2 7.5 31.4 2.633 2.513
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 1782013 2.6 7.1 9.2 37.6 2.575 2.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 1832013 2.6 7.1 9.2 37.6 2.575 2.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 2182013 2.7 3.5 7.3 34.2 2.611 2.622
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 2372016 1.1 6.2 7.1 8.1 35.0 2.582 3.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BESTWAY P NW 18 33N 9W Rusk 0 225 1892010 0.0 2.3 5.1 21.4 2.765 1.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BESTWAY P NW 18 33N 9W Rusk 0 225 40 2015 0.0 4.8 4.8 20.3 2.724 1.187
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 5 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
BEVENT P SW NW 5 26N 9E Marathon 0 225 2642014 0.0 1.0 7.4 30.8 2.639 1.259
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BIEHL Q SE 4 31N 22E Marinette 0 225 1262010 12.4 11.2 8.8 37.5 2.656 1.770
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIEHL Q SE 4 31N 22E Marinette 0 225 44 2016 7.6 4.9 7.9 34.4 2.675 1.343
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BIEHL 11TH ROAD Q NW NW 19 30N 21E Marinette 0 225 15 2011 0.5 2.3 7.2 31.2 2.704 1.541
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIEHL 11TH ROAD Q NW NW 19 30N 21E Marinette 0 225 18 2014 2.1 0.3 5.9 27.1 2.727 1.100
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIESE P SW NE 34 18N 21E Manitowoc 0 225 12 2013 0.0 2.2 7.6 33.1 2.758 0.900
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* BIG RACK (VENDEN) Q S SW 31 24N 3E Wood 0 225 1692010 0.0 0.4 4.1 18.7 2.538 1.146
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* BIG RACK (VENDEN) Q S SW 31 24N 3E Wood 0 225 1592013 0.0 0.3 5.5 20.1 2.566 0.962
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIWERS Q NW SE 10 30N 27E Door 0 225 57 2012 0.0 2.9 6.7 26.8 2.757 0.950
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIWERS Q NW SE 10 30N 27E Door 0 225 1392015 0.0 1.0 6.4 24.1 2.760 0.829
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BJOIN Q SW SW 36 3N 11E Rock 0 225 48 2012 3.8 10.4 8.2 35.0 2.614 2.597
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BJOIN Q SW SW 36 3N 11E Rock 0 225 1952014 0.9 1.1 6.0 27.9 2.640 2.415
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* BJOIN / STOUGHTON Q SE SW 26 6N 10E Dane 0 225 1952012 0.9 1.2 3.4 7.5 30.2 2.628 2.200
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BJORNSTAD Q NE SW 35 15N 4W Monroe 0 225 13 2012 0.0 6.0 9.7 36.7 2.606 2.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BJORNSTAD Q NE SW 35 15N 4W Monroe 0 225 52 2015 0.0 6.3 12.9 41.3 2.562 2.743
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLACKHAWK Q SW NE 20 1N 6E Green 0 225 115 2012 8.9 8.0 6.3 26.6 2.618 2.148
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLACKHAWK Q SW NE 20 1N 6E Green 0 225 1622015 11.7 9.3 11.0 32.8 2.622 2.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 6 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
BLAU (LYCON) P NE NW 2 11N 8E Columbia 0 225 19 2012 1.6 0.0 3.6 7.0 33.2 2.671 1.530
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLOMBERG P N SW 23 37N 7W Sawyer 0 225 1822011 0.0 0.9 3.7 18.3 2.749 0.693
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLOMBERG P N SW 23 37N 7W Sawyer 0 225 2512016 0.0 0.6 5.0 20.7 2.730 0.692
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLOOMFIELD P E SW 1 1N 19E Walworth 0 225 41 2014 0.1 0.0 1.0 3.5 17.6 2.690 1.334
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLUE LAKE P SW SE 27 39N 6E Oneida 0 225 74 2013 0.0 0.2 3.9 18.8 2.711 0.705
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOCK HOP Q SE NE 30 4N 2E Lafayette 0 225 1222012 11.6 7.1 12.7 41.4 2.511 3.630
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOCK HOP Q SE NE 30 4N 2E Lafayette 0 225 1632015 7.3 3.5 12.1 43.1 2.533 3.315
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BODE Q NW SE 4 2N 3W Grant 0 225 2032011 0.1 2.2 7.2 10.6 40.1 2.609 2.324
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BODE Q NW SE 4 2N 3W Grant 0 225 1752014 0.5 1.5 6.0 10.9 38.6 2.567 2.675
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOEKE Q NW NW 33 1N 9E Green 0 225 1942016 0.3 6.7 5.0 12.5 45.1 2.504 2.173
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BOHL #720 P NW SE 10 32N 11W Barron 0 225 72 2012 0.0 2.1 4.0 19.2 2.685 1.017
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOHN #2 P SW NE 21 37N 17W Polk 0 225 2442012 0.0 2.1 3.5 19.1 2.735 1.137
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BONDE P NE 5 17N 22E Manitowoc 0 225 1272012 0.7 0.0 2.1 7.4 31.8 2.755 0.799
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BONDUEL Q NE 29 25N 17E Shawano 0 225 1672010 0.7 2.1 8.8 34.5 2.714 1.333
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BONDUEL Q NE 29 25N 17E Shawano 0 225 10 2013 2.1 2.6 5.4 24.7 2.750 1.078
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BONDUEL Q NE 29 25N 17E Shawano 0 225 60 2016 1.1 0.9 7.2 30.9 2.719 1.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* BONG Q SW SE 11 8N 9E Dane 0 225 2472012 1.3 0.8 6.5 9.1 34.4 2.581 2.847
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 7 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* BOOKS Q NW NE 5 24N 15W Pierce 0 225 2662012 0.0 6.2 10.4 38.7 2.542 2.898
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BORK Q NW NE 30 19N 10W Buffalo 0 225 211 2012 0.0 1.2 8.5 31.4 2.628 1.885
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BORK Q NW NE 30 19N 10W Buffalo 0 225 2532016 0.0 5.3 8.8 32.6 2.627 1.932
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BOSSTOWN Q NW SW 27 11N 2W Richland 0 225 1042011 0.0 4.8 9.6 35.3 2.625 2.070
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOSSTOWN Q NW SW 27 11N 2W Richland 0 225 1852015 0.0 1.3 8.4 33.0 2.640 1.842
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BOULANGER SCRAYS HILL Q 22N 20E Brown 0 225 2362014 6.3 4.3 6.5 10.0 38.7 2.633 2.542
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
BOULDER HILL P SW NE 22 22N 9E Portage 0 225 20 2013 0.0 1.8 7.4 29.3 2.661 1.054
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRAGGER Q W NW 13 22N 10W Buffalo 0 225 1882014 1.5 0.0 3.8 9.9 40.0 2.564 2.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* BRAUKHOFF Q S SW 26 2N 14E Rock 0 225 32 2012 1.9 0.9 9.4 10.0 37.4 2.564 3.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BREUNIG P NE NW 7 9N 7E Dane 0 225 20 2012 1.5 0.0 1.5 7.7 32.4 2.674 1.747
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROCK P NE 29 31N 7E Lincoln 0 225 7 2010 0.0 1.1 6.1 24.7 2.668 1.108
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROCK P NE 29 31N 7E Lincoln 0 225 93 2015 0.0 3.2 4.1 19.0 2.685 1.094
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BROCKER P SW NW 20 18N 21E Manitowoc 0 225 2482014 0.0 0.0 1.0 6.0 27.5 2.758 0.866
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROMMER Q SW NE 30 23N 12W Buffalo 0 225 19 2010 0.0 5.0 11.1 39.4 2.564 2.728
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROMMER Q SW NE 30 23N 12W Buffalo 0 225 2032016 0.0 4.8 8.8 34.7 2.568 2.681
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BROOKS P SW SE 7 33N 3W Taylor 0 225 2012012 0.0 1.1 5.7 22.7 2.722 1.241
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROOKVILLE Q 22 12N 4W Vernon 0 225 81 2010 0.0 5.0 10.0 36.9 2.624 2.061
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 8 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
BROOKVILLE Q 22 12N 4W Vernon 0 225 1232013 0.0 2.2 10.3 38.8 2.626 1.998
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROOKVILLE Q 22 12N 4W Vernon 0 225 1842016 0.0 4.0 11.0 38.1 2.637 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* BROWN Q S SW 32 20N 19E Calumet 0 225 1432010 1.1 0.5 1.9 7.0 29.5 2.752 0.966
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROWN P NW SW 18 12N 10E Columbia 0 225 1302012 3.8 2.4 6.5 30.0 2.686 1.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* BROWN Q S SW 32 20N 19E Calumet 0 225 1332013 1.4 0.7 2.0 6.3 27.0 2.746 1.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROWNS BOTTOM Q NE 24 88N 3E Dubuque, Ia 0 225 8 2010 1.1 3.0 8.7 36.5 2.597 2.367
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROWNS BOTTOM Q NE 24 88N 3E Dubuque, Ia 0 225 1792013 1.5 2.1 7.0 28.4 2.654 1.659
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROWNS BOTTOM Q NE 24 88N 3E Dubuque, Ia 0 225 1312015 0.2 0.8 7.0 28.0 2.670 1.367
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BRUEGGEMAN Q NE NW 29 15N 2W Monroe 0 225 46 2014 0.4 0.0 5.0 9.6 39.4 2.587 2.639
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BRUHA P SW NE 13 36N 12W Barron 0 225 20 2010 0.0 4.2 4.5 19.1 2.790 0.847
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRUHA P SW NE 13 36N 12W Barron 0 225 44 2015 0.0 2.8 3.5 15.8 2.755 1.234
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRUNNER Q NE NE 13 9N 10E Dane 0 225 2542013 1.8 0.8 4.9 6.7 28.4 2.649 2.123
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRUNNER Q NE NE 13 9N 10E Dane 0 225 97 2016 1.1 2.6 8.9 6.5 29.4 2.640 2.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BRUSSELS P SE NW 26 26N 23E Door 0 225 1482016 0.4 0.0 9.4 8.0 25.5 2.691 1.676
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BUCHDA Q NE NW 5 12N 14E Dodge 0 225 98 2010 1.2 5.8 6.3 26.7 2.517 1.205
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCHDA Q NE NW 5 12N 14E Dodge 0 225 1362013 4.1 1.0 6.5 28.1 2.756 1.074
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCHDA Q NE NW 5 12N 14E Dodge 0 225 3 2016 0.5 2.2 1.4 6.8 27.7 2.745 1.209
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 9 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
BUCKEYE Q SW NE 14 7N 10E Dane 0 225 27 2012 1.5 1.8 7.0 29.5 2.611 2.512
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCKEYE Q SW NE 14 7N 10E Dane 0 225 74 2015 6.1 4.4 9.7 38.9 2.563 2.824
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCKLEY Q NW NW 32 48N 12W Douglas 0 225 1292011 0.0 2.6 3.3 16.2 2.810 0.795
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCKLEY Q NW NW 32 48N 12W Douglas 0 225 80 2014 0.0 7.2 5.0 22.5 2.783 1.084
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUDDE Q 10 11N 14E Dodge 0 225 76 2015 18.0 4.3 5.4 25.7 2.693 1.595
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BURIC P NW NW 14 33N 10W Barron 0 225 2042016 0.0 1.2 5.6 22.0 2.730 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BURLINGTON SPRING VALLEY P 6 2N 19E Racine 0 225 114 2016 2.0 8.5 3.3 7.2 31.9 2.646 1.913
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* BURT(MUELLER) Q NW SW 33 13N 2W Vernon 0 225 1242013 0.0 3.4 8.3 32.7 2.661 1.665
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAELWAERTS Q NE SE 31 29N 22E Oconto 0 225 1502011 4.9 4.5 7.0 28.5 2.708 1.127
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAELWAERTS Q NE SE 31 29N 22E Oconto 0 225 50 2012 2.6 0.3 16.8 25.6 2.722 1.114
Approved Use : CONCRETE, Base Aggregate
CAELWAERTS Q NE SE 31 29N 22E Oconto 0 225 2412016 7.7 2.6 4.6 25.7 2.721 1.160
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CAMEL HILL Q W 24 7N 7E Dane 0 225 55 2015 26.6 18.4 8.0 35.2 2.550 3.338
CAMEL HILL Q W 24 7N 7E Dane 0 225 83 2016 10.7 13.2 8.4 37.9 2.579 2.834
Approved Use : Base Aggregate
CAPITOL SAND & GRAVEL P 11 7N 7E Dane 0 225 39 2012 9.6 0.0 1.9 9.0 33.8 2.588 2.118
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
CAPITOL SAND & GRAVEL P 11 7N 7E Dane 0 225 2712012 4.4 0.0 1.9 9.0 33.8 2.588 2.118
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - BRUSSELS Q NW NW 21 26N 24E Door 0 225 40 2012 0.0 1.7 5.1 22.6 2.775 0.767
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - BRUSSELS Q NW NW 21 26N 24E Door 0 225 69 2015 0.0 3.3 7.2 27.5 2.749 1.052
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 10 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
CAREW - EDEN P W SE 23 14N 18E Fond Du Lac 0 225 50 2011 0.3 0.8 1.0 13.5 32.4 2.729 1.166
Approved Use : CONCRETE, OGBC, Base Aggregate
CAREW - EDEN P W SE 23 14N 18E Fond Du Lac 0 225 81 2016 0.3 0.0 2.9 8.0 33.0 2.742 1.093
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 36 2010 0.1 2.4 1.0 7.6 21.8 2.746 0.915
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 52 2012 0.1 0.9 0.2 4.8 21.0 2.769 0.871
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 59 2013 0.1 0.7 0.8 4.8 16.8 2.632 0.478
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 1872014 0.1 0.5 0.1 3.8 17.0 2.805 0.463
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 68 2015 0.8 0.8 1.0 4.6 20.6 2.791 0.616
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - REEDS CORNERS P NW NE 12 15N 14E Fond Du Lac 0 225 1802015 0.3 6.0 6.4 28.2 2.764 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CAREW - ROCK RD Q NE NW 20 22N 17E Outagamie 0 225 1462010 3.0 1.2 15.8 34.6 2.673 1.663
Approved Use : CONCRETE, OGBC, Base Aggregate
CAREW - ROCK RD Q NE NW 20 22N 17E Outagamie 0 225 60 2013 1.1 2.5 7.8 32.0 2.707 1.232
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - ROCK RD Q NE NW 20 22N 17E Outagamie 0 225 82 2016 0.7 3.7 5.6 27.6 2.701 1.363
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CAREW ALTO Q NE 36 14N 14E Fond Du Lac 0 225 49 2011 1.4 0.3 17.3 26.4 2.746 1.200
Approved Use : CONCRETE, OGBC, Base Aggregate
CAREW ALTO Q NE 36 14N 14E Fond Du Lac 0 225 8 2014 1.0 1.9 6.2 28.2 2.770 0.879
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CARLSON P NE SE 15 12N 13W Goodhue Mn 0 225 2402014 0.9 1.0 5.5 21.6 2.712 1.365
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CARNES Q SW SW 31 48N 12W Douglas 0 225 63 2011 0.0 1.1 2.2 11.1 2.828 0.894
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CARNES Q SW SW 31 48N 12W Douglas 0 225 1552015 0.0 1.6 2.4 12.9 2.927 0.310
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CASEY P SE 16 30N 18W St. Croix 0 225 17 2010 0.0 4.6 6.6 26.1 2.685 1.283
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 11 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
CASEY P SE 16 30N 18W St. Croix 0 225 65 2015 0.0 2.2 4.4 19.6 2.640 1.633
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CASSVILLE Q NW SW 27 3N 5W Grant 0 225 1632012 0.7 2.6 4.2 12.5 40.9 2.613 2.206
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CASSVILLE Q NW SW 27 3N 5W Grant 0 225 2142016 1.2 1.9 0.8 8.8 36.7 2.592 2.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CCI/WILLIAMS BAY P NE SE 36 2N 16E Walworth 0 225 1702015 2.2 0.0 3.1 6.0 27.5 2.696 1.501
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CEDAR LAKE P N SW 35 11N 18E Washington 0 225 24 2011 2.5 1.5 5.5 25.7 2.735 1.150
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CEDAR LAKE P N SW 35 11N 18E Washington 0 225 15 2016 1.9 1.3 2.1 5.7 26.4 2.712 1.165
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CEDAR LAKE S&G-DIVISION P SW NE 19 15N 20E Sheboygan 0 225 94 2011 0.4 2.6 5.7 28.6 2.789 0.367 ROAD
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CEDAR LAKE S&G-DIVISION P SW NE 19 15N 20E Sheboygan 0 225 5 2016 2.0 0.7 0.9 5.9 29.2 2.744 0.961 ROAD
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* CENTER ROAD Q SE NE 28 5N 10E Dane 0 225 1252011 12.9 11.3 8.6 34.4 2.586 3.150
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* CEPRESS Q SE NE 2 23N 2E Wood 0 225 2592012 0.0 1.9 3.9 16.0 2.725 0.448
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHARLIE MILLER Q 17 13N 2E Sauk 0 225 1972012 0.0 2.0 11.7 40.1 2.618 1.958
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHARLIE MILLER Q 17 13N 2E Sauk 0 225 53 2015 0.0 4.6 10.2 36.6 2.615 2.057
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHASE (NEA) Q NW NE 17 26N 19E Oconto 0 225 1852010 0.6 2.9 4.3 18.9 2.764 0.731
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHASE (NEA) Q NW NE 17 26N 19E Oconto 0 225 15 2013 0.6 1.9 4.5 19.8 2.765 0.780
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHASE (NEA) Q NW NE 17 26N 19E Oconto 0 225 48 2016 0.2 1.2 3.9 20.7 2.759 0.821
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* CHERNEY Q NW SW 25 26N 5E Wood 0 225 2302011 0.0 0.4 3.9 17.1 2.685 0.649
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHEROKEE Q SW NE 36 28N 2E Marathon 0 225 1692015 0.0 0.1 5.6 29.1 2.561 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 12 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
CHRISTIAN - GADE P W SW 33 12N 15E Dodge 0 225 18 2011 17.0 7.4 5.7 32.6 2.781 0.611
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHRISTIAN - GADE P W SW 33 12N 15E Dodge 0 225 41 2016 11.7 2.6 5.4 25.5 2.743 1.332
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CISLER Q NW NW 5 26N 7E Marathon 0 225 93 2010 0.0 1.2 4.9 20.4 2.666 0.758
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CISLER Q NW NW 5 26N 7E Marathon 0 225 18 2013 0.0 0.9 4.2 18.3 2.663 0.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CISLER Q NW NW 5 26N 7E Marathon 0 225 29 2016 0.0 0.5 3.9 17.2 2.680 0.411
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* CITY P NW NW 13 28N 9W Chippewa 0 225 1262011 0.0 1.5 4.6 20.3 2.651 1.082
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARK P NW SW 26 41N 17W Pine Co., Mn 0 225 1812011 1.2 3.8 3.5 17.8 2.810 0.840
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARK Q 31 13N 1E Vernon 0 225 1662012 1.6 0.0 3.4 8.8 36.3 2.637 2.091
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARK P NW SW 26 41N 17W Pine Co., Mn 0 225 1662016 3.9 3.1 3.1 15.9 2.781 1.402
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CLARK Q 31 13N 1E Vernon 0 225 1812016 1.0 5.4 6.6 8.5 37.3 2.615 2.211
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CLARKSON P NW NE 24 31N 2W Taylor 0 225 1842013 0.0 4.3 3.3 16.0 2.773 0.946
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLEMENTS Q NW NE 7 15N 5W La Crosse 0 225 1602014 0.0 2.6 8.9 34.4 2.631 1.905
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLEMENTS (KRAEMER) Q SE SE 3 15N 6W La Crosse 0 225 1862012 0.0 5.5 12.5 44.8 2.548 2.509
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLEMENTS (KRAEMER) Q SE SE 3 15N 6W La Crosse 0 225 1862015 0.0 2.3 10.4 36.9 2.597 2.237
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CLOCKMAKER Q SE NW 26 14N 4W Vernon 0 225 32 2011 0.0 5.8 9.2 34.2 2.633 2.038
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLOCKMAKER Q SE NW 26 14N 4W Vernon 0 225 34 2014 0.0 6.6 9.6 36.0 2.613 2.139
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
COLBY Q NE SW 25 48N 11W Douglas 0 225 81 2014 0.0 15.2 5.5 20.9 2.787 1.120
Approved Use : Base Aggregate
Page 13 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
CONSOLIDATED 282 P NW SW 26 39N 4W Sawyer 0 225 1362011 0.0 3.3 4.3 18.8 2.730 1.198
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CONSOLIDATED 282 P NW SW 26 39N 4W Sawyer 0 225 28 2016 0.0 2.7 4.6 20.0 2.748 1.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
COOMBS P 16 34N 7E Lincoln 0 225 19 2013 0.0 1.5 3.5 17.1 2.704 1.039
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
COOMBS SOUTH P NW 21 34N 7E Lincoln 0 225 21 2013 0.0 1.2 4.8 21.4 2.699 1.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
COOPERSTOWN P W SW 18 21N 22E Manitowoc 0 225 37 2016 1.5 0.0 3.0 8.1 35.1 2.692 1.786
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* CORN ROAD Q SW SW 24 30N 4E Marathon 0 225 1612011 0.0 11.8 16.6 43.1 2.771 1.530
Approved Use : CONCRETE, OGBC, Base Aggregate
* CORN ROAD Q SW SW 24 30N 4E Marathon 0 225 1832011 0.0 0.7 8.3 33.3 2.721 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
COUNTY D P S SE 1 39N 17E Florence 0 225 1982014 5.4 8.3 33.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CRANBERRY P SE 4 38N 12W Washburn 0 225 2642012 0.0 5.5 2.8 19.2 2.714 1.711
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CRETEX Q NE 4 2N 19E Racine 0 225 86 2012 2.1 0.0 3.0 6.5 26.9 2.667 1.585
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CRETEX Q NE 4 2N 19E Racine 0 225 1082016 0.0 11.1 7.6 27.3 2.615 2.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* CROFT Q NW SE 24 6N 3W Grant 0 225 1312010 0.1 7.3 13.9 10.9 40.4 2.600 2.463
Approved Use : Base Aggregate
* CROFT Q NW SE 24 6N 3W Grant 0 225 1822013 13.7 17.1 14.2 45.4 2.560 3.157
Approved Use : Base Aggregate
* CROFT Q NW SE 24 6N 3W Grant 0 225 1322016 0.8 24.3 17.5 12.0 41.8 2.577 2.876
CRONIN P S SE 5 2N 13E Rock 0 225 2272012 6.5 0.0 1.5 4.5 24.2 2.655 1.684
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
CRONIN P S SE 5 2N 13E Rock 0 225 1 2013 3.3 0.0 1.4 5.0 29.5 2.665 1.624
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CROOKED LAKE P SW NW 36 47N 8W Bayfield 0 225 82 2014 0.0 1.4 3.5 16.7 2.771 0.895
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 14 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* CROW BAR RD.,JOHNS P SE NW 6 5N 20E Waukesha 0 225 1772011 0.3 0.9 3.3 5.2 23.1 2.679 1.401
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CRYSTAL LAKE P E SE 32 16N 21E Sheboygan 0 225 82 2015 3.0 0.0 0.9 6.1 29.3 2.762 0.864
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CTH "H" P NW SW 25 33N 6E Lincoln 0 225 2652014 0.0 0.8 4.6 19.6 2.716 1.263
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CTH "N" / MILESTONE 345 Q NW NE 19 28N 7E Marathon 0 225 11 2011 0.0 1.7 12.8 49.8 2.580 0.764
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
CTH "N" / MILESTONE 345 Q NW NE 19 28N 7E Marathon 0 225 30 2016 0.0 0.5 11.3 45.4 2.579 0.795
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* CTH "P" P NE 23 7N 17E Waukesha 0 225 1202011 1.1 3.6 6.4 29.7 2.681 1.357
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* CTH "W" P SW SE 33 31N 7E Lincoln 0 225 1092011 0.0 1.6 4.1 22.7 2.682 0.522
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CTH R P SE NE 7 32N 7E Lincoln 0 225 2092014 0.0 1.5 4.3 20.3 2.744 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CUMBERLAND P NW NW 20 35N 13W Barron 0 225 88 2015 0.0 3.2 4.6 19.5 2.695 1.143
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CUSTER P E 4 23N 9E Portage 0 225 39 2011 0.0 1.7 6.3 27.7 2.669 0.943
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CUSTER P E 4 23N 9E Portage 0 225 31 2016 0.0 1.9 7.1 27.6 2.680 0.868
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
D AND J Q S NW 5 22N 21E Brown 0 225 1222016 3.0 1.4 1.2 6.3 28.9 2.703 1.717
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
D AND J SCRAYS HILL Q NW 6 22N 21E Brown 0 225 1202016 0.1 2.9 1.3 9.1 36.3 2.702 1.721
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
D and J CHASE Q E NE 17 26N 19E Oconto 0 225 118 2016 0.4 8.3 1.3 6.2 26.8 2.718 1.279
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* DANCY Q SW NW 32 26N 7E Marathon 0 225 1642010 0.0 4.0 5.7 24.3 2.685 0.993
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* DANCY Q SW NW 32 26N 7E Marathon 0 225 22 2013 0.0 4.9 4.8 21.9 2.644 1.197
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DB Q SW SW 1 25N 7E Portage 0 225 1952010 0.0 1.1 4.2 18.7 2.629 0.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 15 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
DB Q SW SW 1 25N 7E Portage 0 225 2502014 0.0 1.3 4.7 20.5 2.634 0.643
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DELARULLE P SE SW 12 39N 17E Florence 0 225 1222011 0.0 2.2 2.5 26.5 2.630 1.650
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DELARULLE P SE SW 12 39N 17E Florence 0 225 2002014 2.3 8.0 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DELPHOSE P W SE 2 22N 18E Outagamie 0 225 62 2012 0.0 4.2 4.4 22.0 2.778 0.808
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DENMARK Q E 36 22N 22E Brown 0 225 14 2011 2.5 0.8 5.1 24.6 2.798 0.577
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DENMARK Q E 36 22N 22E Brown 0 225 10 2014 0.6 0.3 5.2 25.2 2.793 0.585
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DIETER Q NW NW 29 2N 1W Grant 0 225 90 2011 0.8 3.7 10.4 40.0 2.598 2.604
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DIETER Q NW NW 29 2N 1W Grant 0 225 1402014 1.1 5.5 10.9 37.5 2.617 2.567
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DIPPEL P NE SE 32 15N 20E Sheboygan 0 225 1082013 0.0 7.3 9.8 37.3 2.710 1.423
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DON MILLER Q N NE 10 27N 15W Pierce 0 225 1912015 0.0 6.3 10.3 36.1 2.555 2.717
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DONSKEY Q NW SE 11 16N 3W Monroe 0 225 2342012 0.0 3.6 9.6 37.3 2.628 2.113
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DONSKEY Q NW SE 11 16N 3W Monroe 0 225 112 2015 0.0 2.4 9.2 37.6 2.625 1.979
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DOOLEY Q 9 12N 2E Richland 0 225 36 2012 0.0 7.0 9.6 36.6 2.619 2.316
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOOLEY Q 9 12N 2E Richland 0 225 1872015 0.0 1.7 9.2 35.8 2.637 1.851
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DOSKOCIL Q Crawford 0 225 1912010 1.0 3.1 8.0 30.6 2.629 2.024
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOSKOCIL Q Crawford 0 225 1942014 0.7 4.3 11.1 39.6 2.577 2.513
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOUCETTE P SE SE 15 32N 11E Langlade 0 225 1712010 0.0 1.5 6.2 24.5 2.682 1.132
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 16 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
DOUCETTE P SE SE 15 32N 11E Langlade 0 225 2192015 0.0 1.5 5.0 20.8 2.721 0.968
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DREPHALS Q E 17 24N 17E Outagamie 0 225 67 2011 0.4 4.0 7.5 31.4 2.719 1.263
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DREPHALS Q E 17 24N 17E Outagamie 0 225 1312014 0.3 2.1 6.9 30.6 2.721 1.348
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DRESEL POLK P NW NW 24 35N 17W Polk 0 225 1582010 0.0 2.1 4.4 19.1 2.740 1.308
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DRESEL POLK P NW NW 24 35N 17W Polk 0 225 2232012 0.0 4.2 4.8 19.5 2.728 1.178
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DRESSER TRAP Q 5 33N 18W Polk 0 225 1602010 0.0 4.1 2.7 11.9 2.958 0.606
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE
DRESSER TRAP Q 5 33N 18W Polk 0 225 1682013 0.0 1.4 3.8 15.2 2.946 0.702
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DRESSER TRAP Q 5 33N 18W Polk 0 225 25 2016 0.0 3.6 4.6 16.8 2.880 0.792
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DUESCHER #9 P NW NW 13 23N 23E Kewaunee 0 225 40 2013 2.2 3.7 3.0 6.3 28.7 2.725 1.210
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DUESSING P N SW 33 32N 1E Taylor 0 225 1812012 0.0 1.4 4.4 20.5 2.720 1.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* DUNN Q SW 22 2N 3E Lafayette 0 225 2162011 0.9 2.4 4.0 10.7 40.3 2.581 3.072
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DUNN Q NE SW 19 15N 3W Monroe 0 225 2442011 0.0 3.6 12.3 45.0 2.580 2.624
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DUNN Q NE SW 19 15N 3W Monroe 0 225 2172014 0.0 6.7 14.2 46.9 2.591 2.472
Approved Use : CONCRETE, OGBC, Base Aggregate
DURAND Q SW SW 33 25N 13W Pepin 0 225 2122012 0.0 2.1 10.9 38.4 2.580 2.677
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DURAND Q SW SW 33 25N 13W Pepin 0 225 1902015 0.0 3.0 10.4 37.9 2.586 2.632
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
EARL'S Q NE NE 10 28N 4W Clark 0 225 116 2016 0.0 2.3 5.4 22.3 2.819 0.495
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
EASTON P SW 23 29N 9E Marathon 0 225 23 2012 0.0 1.0 4.6 21.2 2.697 1.189
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 17 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* EBBEN Q NE NE 27 23N 19E Brown 0 225 51 2010 0.3 1.5 2.8 8.0 25.4 2.773 1.007
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* EBBEN Q NE NE 27 23N 19E Brown 0 225 1982011 0.1 14.4 17.9 8.7 30.1 2.772 1.555
Approved Use : Base Aggregate
* EBBEN Q NE NE 27 23N 19E Brown 0 225 96 2013 0.3 1.3 0.8 5.0 20.5 2.772 0.765
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* EBBEN Q NE NE 27 23N 19E Brown 0 225 119 2016 0.5 5.0 11.3 6.1 26.0 2.739 1.181
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* EBBEN LOWER LEVEL Q NE NE 27 23N 19E Brown 0 225 93 2013 1.8 1.4 5.2 22.9 2.761 0.848
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* EGAN P SW NW 13 2N 10E Rock 0 225 2072011 3.1 0.0 4.8 6.7 30.1 2.599 2.441
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EGSTAD P S SW 34 35N 14W Barron 0 225 2242012 0.0 3.8 5.8 22.0 2.746 1.234
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EHLER-COBB Q SE SE 14 6N 1E Iowa 0 225 1452014 0.8 8.1 8.6 13.5 40.5 2.593 2.637
Approved Use : CONCRETE, OGBC, Base Aggregate
ELMWOOD Q SE SE 36 27N 15W Pierce 0 225 79 2010 0.0 7.0 11.7 40.7 2.512 3.505
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ELMWOOD Q SE SE 36 27N 15W Pierce 0 225 2572013 0.0 8.8 12.9 43.6 2.522 3.413
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ELMWOOD Q SE SE 36 27N 15W Pierce 0 225 1642016 0.0 3.9 8.3 30.5 2.666 1.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
EMPIRE LIME Q SW NE 21 1N 12E Rock 0 225 2392016 1.5 6.3 12.6 11.8 41.4 2.564 3.333
Approved Use : Base Aggregate
ENDRES Q NE SW 22 18N 4W Monroe 0 225 1752010 0.0 2.5 11.4 44.8 2.627 2.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ENDRES Q NE SW 22 18N 4W Monroe 0 225 1492013 0.0 5.2 14.1 48.3 2.574 2.786
Approved Use : CONCRETE, OGBC, Base Aggregate
ENDRES Q NE SW 22 18N 4W Monroe 0 225 2292016 3.2 0.0 5.0 17.2 56.1 2.548 2.945
ENDRES Q NE SW 22 18N 4W Monroe 0 225 2352016 0.4 0.0 4.0 11.4 41.7 2.637 1.913
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* ERICKSON P SE SE 20 35N 7E Lincoln 0 225 1602011 0.0 0.8 6.4 23.0 2.688 0.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 18 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
ERVIN STIEMKE Q NW SW 18 10N 10E Columbia 0 225 83 2011 0.8 2.5 9.7 39.2 2.583 1.947
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ERVIN STIEMKE Q NW SW 18 10N 10E Columbia 0 225 2072014 1.0 0.6 0.8 7.5 32.8 2.562 2.563
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EVENSON - BERTRAM Q NW NW 15 16N 18E Fond Du Lac 0 225 1262012 0.3 2.7 12.2 43.6 2.718 1.043
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EVENSON - BERTRAM Q NW NW 15 16N 18E Fond Du Lac 0 225 26 2015 0.2 3.1 11.2 41.8 2.715 1.245
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EXENSTEDT P SW NW 17 35N 13W Barron 0 225 5 2014 0.0 4.0 7.4 23.7 2.707 1.466
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EXISTING BASE Q 0 225 1422015 13.3 15.9 9.0 35.9 2.567 3.473
Approved Use : Base Aggregate
FAHRNER - BANCROFT P SE SE 18 21N 9E Portage 0 225 19 2015 0.0 3.9 7.9 29.2 2.770 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FAIRVIEW QUARRY Q SW NE 2 10N 5W Crawford 0 225 1202014 1.0 3.5 9.2 33.7 2.646 1.746
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FAULKS Q-PIT P SW SE 17 22N 11E Waupaca 0 225 95 2012 0.0 4.3 7.4 28.6 2.646 1.142
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FAULKS Q-PIT P SW SE 17 22N 11E Waupaca 0 225 2322016 0.8 0.0 1.9 9.0 24.8 2.601 1.287
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FELTES Q NE SE 6 20N 10W Buffalo 0 225 1352015 0.0 2.3 10.9 38.7 2.613 2.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FESS Q SW NW 26 8N 10E Dane 0 225 115 2013 2.0 6.1 3.8 9.3 35.5 2.576 2.509
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FESS Q SW NW 26 8N 10E Dane 0 225 1512015 0.7 3.1 3.6 10.3 36.9 2.600 2.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* FINK (WINGRA) Q NW NW 14 6N 6E Dane 0 225 1962012 1.2 1.2 4.3 12.1 42.7 2.574 2.929
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FINK (YAHARA) Q SE NW 14 6N 6E Dane 0 225 2692012 13.3 6.8 12.1 41.4 2.554 3.154
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FINK (YAHARA) Q SE NW 14 6N 6E Dane 0 225 98 2015 8.2 4.0 10.4 38.4 2.563 2.807
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FINN Q SW NW 33 6N 5W Grant 0 225 112 2012 10.1 8.6 11.8 45.1 2.545 3.109
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 19 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
FINN Q SW NW 33 6N 5W Grant 0 225 2042015 2.6 3.3 7.1 16.2 50.0 2.536 3.455
Approved Use : CONCRETE, Base Aggregate
FLANNERY Q NW SW 6 2N 5E Lafayette 0 225 1642012 1.1 6.3 3.0 8.7 32.3 2.633 1.937
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FLANNERY Q NW SW 6 2N 5E Lafayette 0 225 1252015 1.3 8.1 2.4 7.7 31.6 2.643 1.852
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FLANNERY P SW SE 33 36N 13E Forest 0 225 1652015 0.0 0.5 5.4 23.3 2.701 1.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FLB QUARRY Q SE SE 7 18N 16E Winnebago 0 225 81 2011 6.1 4.7 6.5 29.2 2.737 1.225
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FLB QUARRY Q SE SE 7 18N 16E Winnebago 0 225 54 2016 0.1 10.9 6.7 7.4 29.2 2.711 1.354
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FOND DU LAC STONE Q N S 10 14N 17E Fond Du Lac 0 225 2182012 0.8 5.7 14.2 45.2 2.621 2.004
Approved Use : CONCRETE, OGBC, Base Aggregate
FOND DU LAC STONE Q N S 10 14N 17E Fond Du Lac 0 225 29 2015 0.5 1.5 5.5 26.4 2.735 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* FOOTVILLE ROCK & LIME Q SE NW 2 2N 10E Rock 0 225 1572013 10.1 15.2 11.7 41.8 2.567 3.458
Approved Use : Base Aggregate
* FOX RIDGE P NE 22 12N 6E Sauk 0 225 1242011 0.0 2.1 9.8 32.0 2.642 1.129
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANK BROS MH P SW NE 2 3N 13E Rock 0 225 1212015 0.9 0.0 5.1 6.5 30.2 2.650 2.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FRANK BROS. MH Q SW NE 2 3N 13E Rock 0 225 82 2011 2.3 1.8 12.4 10.2 39.7 2.501 4.272
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANK BROS. MH Q SW NE 2 3N 13E Rock 0 225 117 2014 5.7 1.8 12.3 10.3 41.9 2.481 4.392
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
FRANK BROS. MH Q SW NE 2 3N 13E Rock 0 225 1432016 0.2 4.0 8.7 8.5 35.5 2.626 2.347
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 71 2012 16.6 3.3 4.6 22.5 2.638 1.556
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 1002013 0.4 2.6 1.3 5.2 24.8 2.624 1.788
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 2312013 0.4 0.0 0.7 6.0 29.3 2.604 2.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 20 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 70 2016 3.5 15.1 2.8 4.4 21.7 2.636 2.235
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 1882016 0.3 1.3 1.1 5.6 26.0 2.639 1.453
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* FRAP (HMA DESIGN) P 0 225 1572011 0.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* FRATTS - BOSS CENTURA P 15 34N 18W Polk 0 225 91 2011 0.0 6.3 4.1 16.6 2.709 1.021
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FREEDOM - N.E.A. Q NE NW 10 22N 18E Outagamie 0 225 14 2014 0.5 0.4 4.6 20.5 2.790 0.671
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FREY Q NW SE 15 7N 3W Grant 0 225 2122013 2.0 5.9 1.6 8.7 35.1 2.612 2.185
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FREY Q NW SE 15 7N 3W Grant 0 225 2162016 3.9 4.5 12.0 39.2 2.605 2.431
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FRIEMOTH P NE 2 3N 17E Walworth 0 225 114 2014 2.6 0.0 5.3 5.6 27.2 2.687 1.309
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRITZ P NE SW 23 19N 10E Waushara 0 225 2602012 0.5 0.0 2.4 7.2 29.0 2.711 1.133
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FROSTMAN P NW 26 47N 8W Bayfield 0 225 87 2014 0.0 2.1 4.2 18.5 2.688 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GAATZ P N SW 1 18N 9E Waushara 0 225 16 2013 0.1 0.0 4.2 7.2 26.9 2.668 1.259
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GANDER MOUNTAIN P 5 46N 9E Mchenry, Il 0 225 84 2013 6.6 2.0 4.5 21.2 2.698 1.611
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* GASTON Q NE SW 4 7N 11E Dane 0 225 84 2012 1.9 3.5 10.2 40.2 2.586 3.051
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn 0 225 67 2012 0.0 15.0 13.9 44.9 2.487 4.199
Approved Use : Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn 0 225 1582012 0.0 1.8 7.0 31.7 2.625 2.167
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn MAT01.762 225 3 2012 0.0 3.4 7.0 31.7 2.691 1.597
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn 0 225 36 2015 0.7 0.0 4.5 7.3 32.3 2.629 2.238
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 21 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
GATES #238 Q S NW 17 28N 14W Dunn 0 225 2152015 0.0 1.9 7.5 31.3 2.608 2.323
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GAY P SE SE 5 28N 2W Clark 0 225 118 2010 0.0 0.9 4.9 19.3 2.656 1.193
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GAY P SE SE 5 28N 2W Clark 0 225 1362015 0.0 1.4 4.1 19.4 2.670 1.050
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GENESEE / HILLVIEW P SE 8 8N 19E Waukesha 0 225 1002010 0.4 5.7 4.1 22.7 2.724 1.110
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESEE / HILLVIEW P SE 8 8N 19E Waukesha 0 225 30 2015 0.5 4.6 3.9 5.9 28.1 2.686 1.439
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESEE / HILLVIEW P SE 8 8N 19E Waukesha 0 225 90 2016 1.6 1.6 7.6 34.6 2.711 1.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GENESSE/OTTAWA P SW 1 6N 17E Waukesha 0 225 3 2011 1.2 4.1 4.7 25.7 2.731 0.899
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESSE/OTTAWA P SW 1 6N 17E Waukesha 0 225 19 2016 0.0 3.0 4.9 8.4 37.1 2.688 1.324
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GENESSEE P NE SE 29 6N 18E Waukesha 0 225 2 2011 1.4 3.2 3.9 24.2 2.698 1.085
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESSEE P NE SE 29 6N 18E Waukesha 0 225 21 2016 0.2 1.9 2.4 8.0 34.9 2.708 1.346
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* GENOA CITY P SW SW 33 1N 18E Walworth 0 225 1702011 1.4 0.0 1.4 4.4 23.6 2.695 1.231
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* GERKE Q NE SE 36 17N 1W Monroe 0 225 2652012 0.9 0.0 8.6 13.0 43.4 2.574 2.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* GERSEK #26 Q SW NE 4 26N 19E Oconto 0 225 1242010 4.1 6.5 6.4 28.0 2.750 1.124
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* GERSEK #26 Q SW NE 4 26N 19E Oconto 0 225 2642013 0.9 2.2 2.6 6.7 28.5 2.737 1.051
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* GERSEK ONEIDA #12 Q SW SE 25 24N 18E Outagamie 0 225 51 2012 11.5 31.6 8.2 31.0 2.811 1.759
* GERSEK ONEIDA #12 Q SW SE 25 24N 18E Outagamie 0 225 72 2013 0.2 5.1 4.9 6.3 24.2 2.810 0.909
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* GERSEK# 8 Q 5 24N 22E Brown 0 225 1632011 5.0 11.6 7.4 31.1 2.686 1.912
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 22 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
GILLEN Q E NW 10 30N 17W St. Croix 0 225 1082011 0.0 5.6 10.7 37.2 2.616 2.487
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GILLEN Q E NW 10 30N 17W St. Croix 0 225 2052014 0.0 4.9 9.9 35.8 2.637 2.011
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GLENMORE Q NE 6 22N 21E Brown 0 225 53 2012 0.3 3.6 5.6 26.2 2.746 1.096
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GLENMORE Q NE 6 22N 21E Brown 0 225 5 2015 0.1 0.4 1.2 6.5 30.3 2.730 1.294
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* GOLD THORPE Q SE SW 15 5N 3E Iowa 0 225 1612010 0.6 7.5 9.0 35.3 2.367 2.696
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* GOLD THORPE Q SE SW 15 5N 3E Iowa 0 225 42 2013 3.3 3.6 9.2 34.3 2.572 2.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GOSBEE P SE NE 28 32N 1E Taylor 0 225 1792012 0.0 2.1 5.3 23.5 2.711 1.201
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GRAHL-EMPIRE P S SE 36 15N 18E Fond Du Lac 0 225 1732016 0.1 0.0 2.2 6.5 29.8 2.740 1.052
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GREENBUSH P SE SE 11 15N 20E Sheboygan 0 225 15 2015 0.1 1.1 0.4 5.9 27.4 2.751 0.809
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GREY CLOUD NELSON P S NW 31 27N 21W Lakeland, Mn 0 225 1272016 0.1 1.9 3.9 4.2 24.0 2.674 1.422
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GRIMMS Q NE SE 6 19N 22E Manitowoc 0 225 1982013 0.0 1.0 7.8 31.0 2.702 1.228
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GRIMMS Q NE SE 6 19N 22E Manitowoc 0 225 6 2016 0.2 1.4 7.8 30.5 2.690 1.362
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GRUNDY Q NE NE 33 19N 16E Winnebago 0 225 117 2011 1.5 2.2 4.3 20.8 2.765 0.875
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GRUNDY Q NE NE 33 19N 16E Winnebago 0 225 27 2014 0.9 3.6 4.8 21.6 2.750 0.985
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GUDGEON Q NW NE 27 13N 4E Vernon 0 225 12 2014 10.0 2.8 13.6 33.1 2.577 2.231
Approved Use : CONCRETE, OGBC, Base Aggregate
GUELIG P NW SE 9 16N 19E Fond Du Lac 0 225 36 2011 0.0 1.4 5.9 28.8 2.763 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GUELIG P NW SE 9 16N 19E Fond Du Lac 0 225 66 2016 0.0 3.3 4.7 7.4 31.7 2.739 1.295
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 23 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
HAAS 124 P SE SE 6 30N 8W Chippewa 0 225 55 2014 0.0 3.0 3.9 17.8 2.712 1.208
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HACKL Q SW SW 21 8N 1E Iowa 0 225 1722014 1.1 2.0 1.9 8.9 35.1 2.603 2.248
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAEF P SW NE 19 18N 8W Trempealeau 0 225 76 2012 0.0 0.5 4.7 21.3 2.636 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAFFELDER Q NE NE 23 28N 14W Dunn 0 225 1892015 0.0 4.4 7.5 39.1 2.571 2.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HAGENY P NE SE 2 35N 12E Forest 0 225 1902012 0.0 0.8 7.1 27.2 2.695 0.797
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* HAGER CITY P NE 33 25N 18W Pierce 0 225 79 2011 0.0 3.1 5.1 23.2 2.661 1.277
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAGGERTY Q SW SW 10 9N 3W Crawford 0 225 1002011 2.3 6.1 8.2 32.9 2.626 2.021
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAGGERTY Q SW SW 10 9N 3W Crawford 0 225 2122015 2.6 3.4 8.2 33.6 2.625 2.011
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAHN Q NE SW 13 13N 6W Vernon 0 225 18 2012 0.0 0.3 12.7 41.5 2.576 2.591
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAHN Q NW SE 11 12N 11E Columbia 0 225 1972014 6.7 7.2 13.0 38.8 2.527 3.317
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAHN Q NE SW 13 13N 6W Vernon 0 225 118 2015 0.0 3.4 9.9 37.5 2.617 2.037
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HALDERSON Q 22 1N 13E Rock 0 225 1902011 6.9 13.3 10.9 40.0 2.530 3.807
Approved Use : Base Aggregate
HALDERSON Q 22 1N 13E Rock 0 225 1372013 3.8 5.8 9.8 9.9 37.2 2.545 3.872
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALDERSON Q 22 1N 13E Rock 0 225 93 2016 2.0 10.1 14.0 11.7 41.5 2.528 3.593
Approved Use : Base Aggregate
HALFMAN P NW SW 6 30N 8W Chippewa 0 225 69 2011 0.0 0.7 3.6 18.0 2.703 1.141
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALFMAN P NW SW 6 30N 8W Chippewa 0 225 58 2015 0.0 0.8 4.0 18.4 2.699 1.773
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - LANNON Q S S 17 8N 20E Waukesha 0 225 80 2013 0.5 1.5 4.5 4.9 21.3 2.752 0.838
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 24 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
HALQUIST - LANNON Q S S 17 8N 20E Waukesha 0 225 33 2015 0.8 1.3 5.8 26.1 2.738 1.027
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - LANNON Q S S 17 8N 20E Waukesha 0 225 57 2016 0.6 0.4 8.2 39.7 2.716 0.974
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HALQUIST - SUSSEX Q NW 35 8N 19E Waukesha 0 225 3 2010 0.0 1.5 3.3 17.9 2.780 0.647
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - SUSSEX Q NW 35 8N 19E Waukesha 0 225 79 2013 1.7 1.4 3.7 4.3 22.0 2.755 0.810
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - SUSSEX Q NW 35 8N 19E Waukesha 0 225 56 2016 1.9 5.3 2.5 6.7 34.1 2.702 1.364
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HALQUIST - TOWNLINE Q NE 24 8N 19E Waukesha 0 225 78 2013 0.5 1.0 4.2 5.1 25.7 2.715 1.121
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - TOWNLINE Q NE 24 8N 19E Waukesha 0 225 61 2016 1.3 1.5 8.8 32.7 2.710 1.392
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* HAMMERSLY #2 Q SW NE 18 6N 9E Dane 0 225 1202010 8.3 8.8 9.9 37.8 2.573 2.853
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* HAMMERSLY #2 Q SW NE 18 6N 9E Dane 0 225 2402013 12.5 6.6 7.6 32.9 2.620 2.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAMPTON Q 21 4N 5W Grant 0 225 2062012 2.7 4.5 4.8 9.5 37.8 2.550 3.117
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAMPTON Q 21 4N 5W Grant 0 225 1362016 1.2 8.5 6.9 9.4 36.5 2.576 2.698
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HANKE MAYVILLE Q SW NW 6 11N 17E Dodge 0 225 1492014 0.5 1.1 3.2 5.7 26.2 2.771 0.588
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HANLEY Q NW NE 34 9N 11E Dane 0 225 2462012 3.2 6.1 6.4 27.3 2.642 2.290
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HANLEY Q NW NE 34 9N 11E Dane 0 225 1712015 5.8 2.8 6.2 27.0 2.644 2.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HANSON P SE 28 34N 11W Barron 0 225 89 2014 0.0 2.6 5.4 19.7 2.669 1.507
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HARRY'S P SE SE 14 40N 6E Vilas 0 225 96 2010 0.0 1.1 4.3 19.0 2.697 1.007
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HARRY'S P SE SE 14 40N 6E Vilas 0 225 1532015 0.0 0.5 4.4 20.0 2.692 0.937
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 25 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
HARTMAN SPRING LAKE P SE NE 3 12N 21E Ozaukee 0 225 1932014 0.5 0.0 2.6 8.8 42.1 2.713 0.943
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HARTNETT Q NW SW 27 4N 2W Grant 0 225 2442016 9.5 12.7 9.2 38.0 2.577 2.658
Approved Use : Base Aggregate
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 2392012 7.7 8.0 8.0 34.6 2.595 2.685
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 8 2015 21.1 10.1 6.0 28.1 2.614 2.509
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 1812015 16.0 7.4 6.4 30.3 2.608 2.892
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 2562016 0.5 15.9 9.8 7.2 32.5 2.596 2.711
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HASKE Q SW SE 24 24N 2E Wood 0 225 60 2012 0.0 0.1 5.2 22.1 2.598 0.607
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HASKE Q SW SE 24 24N 2E Wood 0 225 17 2015 0.0 0.5 5.0 20.6 2.619 0.374
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAVERLAND Q NE NW 26 3N 2W Grant 0 225 92 2011 0.7 2.8 10.8 43.3 2.554 2.985
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAVERLAND Q NE NW 26 3N 2W Grant 0 225 1462014 0.3 8.8 10.8 11.4 39.1 2.576 3.001
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAWKINS 286 P S NW 15 35N 3W Rusk 0 225 27 2010 0.0 1.7 4.7 18.3 2.732 0.872
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HAWKINS 286 P S NW 15 35N 3W Rusk 0 225 28 2011 0.0 3.5 3.3 17.3 2.725 1.176
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAWKINS 286 P S NW 15 35N 3W Rusk 0 225 24 2016 0.0 1.4 4.3 19.4 2.731 0.758
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HAY CREEK (PRICE) P SE 4 35N 1E Price 0 225 2242014 0.0 1.9 4.9 19.9 2.674 1.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAYTON Q SW 28 18N 20E Calumet 0 225 2062016 0.0 1.7 9.5 39.8 2.727 1.092
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HAZELHURST P NE SE 15 37N 6E Oneida 0 225 2192013 0.0 0.8 2.3 12.4 2.733 0.656
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HEATH P NW NW 30 35N 4W Rusk 0 225 1522013 0.0 2.7 4.0 19.7 2.721 1.002
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 26 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
HELENA P NE NE 16 8N 4E Iowa 0 225 9 2012 0.0 5.2 7.0 27.9 2.629 1.445
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HELLICKSON P SE NW 34 7N 11E Dane 0 225 117 2012 2.5 0.0 6.7 8.0 32.3 2.621 1.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* HERFEL P S SE 28 6N 8E Dane 0 225 6 2011 3.9 2.0 7.2 32.4 2.620 1.922
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HERFEL / KLAHN BLEND P W E 7 6N 9E Dane 0 225 1512012 2.3 2.6 7.0 30.5 2.624 1.858
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HESS P SW SW 2 30N 11E Langlade 0 225 113 2011 0.0 1.9 8.1 34.3 2.657 0.630
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HESS P SW SW 2 30N 11E Langlade 0 225 45 2016 0.0 1.8 5.8 27.2 2.677 0.664
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HEYN P W NE 22 19N 8E Waushara 0 225 1742012 0.0 5.2 6.8 25.9 2.781 0.952
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HH P NE SE 24 30N 10E Marathon 0 225 2292014 0.0 1.2 9.0 33.6 2.644 1.097
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIGHBRIDGE NORTH Q S SW 16 45N 3W Ashland 0 225 1322011 0.0 2.1 5.5 27.3 2.609 0.641
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIGHBRIDGE NORTH Q S SW 16 45N 3W Ashland 0 225 90 2014 0.0 3.1 5.6 24.0 2.604 0.774
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIGHBRIDGE SOUTH Q SE SE 28 45N 3W Ashland 0 225 1312011 0.0 0.4 7.1 34.7 2.643 0.503
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIGHBRIDGE SOUTH Q SE SE 28 45N 3W Ashland 0 225 77 2014 0.0 1.0 9.0 35.9 2.626 0.688
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HILGER P 8 30N 8W Chippewa 0 225 70 2014 0.0 2.2 4.2 19.7 2.724 1.100
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HILLPOINT Q SW 22 11N 3E Sauk 0 225 1942011 1.2 4.9 10.6 40.0 2.622 2.234
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HILLPOINT Q SW 22 11N 3E Sauk 0 225 1752015 0.3 1.2 2.5 10.5 41.7 2.629 2.011
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HILLSIDE P SE 7 2N 19E Racine 0 225 1082014 0.5 0.0 1.0 5.1 24.4 2.696 1.239
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIRSCHFELD P NW NW 12 41N 8W Sawyer 0 225 2292015 0.0 1.7 4.1 14.9 2.809 0.674
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 27 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
HOGAN Q SE NW 26 1N 2W Grant 0 225 1712014 0.3 1.1 2.2 10.5 38.0 2.591 2.646
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOHL Q NW NW 20 12N 8E Columbia 0 225 46 2011 0.5 1.2 13.3 37.6 2.560 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOHL Q NW NW 20 12N 8E Columbia 0 225 84 2014 0.4 1.0 10.3 32.5 2.512 1.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOLLATZ P NE NW 17 16N 14E Fond Du Lac 0 225 38 2011 0.0 3.1 5.8 27.6 2.707 1.313
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOLLATZ P NE NW 17 16N 14E Fond Du Lac 0 225 51 2016 0.0 1.4 5.0 24.2 2.729 1.132
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* HOLSCHBACH Q W SE 36 20N 23E Manitowoc 0 225 2322012 0.0 2.3 10.9 39.4 2.772 0.844
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* HOME RUN Q NE SE 21 48N 10W Douglas 0 225 47 2013 0.0 2.0 2.3 10.4 2.861 1.171
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* HOPKINS P SW 32 38N 16W Burnett 0 225 2332011 0.0 3.2 5.5 20.8 2.697 1.642
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HORIZON P SE NW 27 19N 8E Waushara 0 225 1912012 0.0 4.0 6.7 26.6 2.735 1.017
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOUSEHOLDER Q NW SE 15 10N 1E Richland 0 225 31 2011 0.0 9.9 11.4 40.1 2.563 2.067
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOUSEHOLDER Q NW SE 15 10N 1E Richland 0 225 37 2014 0.0 8.6 12.7 41.0 2.556 2.657
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HUBER Q SE SE 4 22N 12W Buffalo 0 225 1652016 0.0 11.6 13.0 41.2 2.562 2.833
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HUGHES Q SW 15 28N 14W Dunn 0 225 1562011 0.0 9.1 9.3 36.5 2.611 2.120
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HUGHES Q SW 15 28N 14W Dunn 0 225 78 2014 0.0 3.0 9.3 34.6 2.582 2.826
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HURD PIT P NW SW 15 4N 12E Rock 0 225 1082015 4.2 0.0 2.2 5.7 27.5 2.645 1.736
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HUSTISFORD Q SE SW 33 10N 16E Dodge 0 225 1552010 0.8 9.9 9.1 6.2 16.1 2.728 1.483
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HUSTISFORD Q SE SW 33 10N 16E Dodge 0 225 27 2013 1.8 4.1 6.2 26.6 2.673 1.756
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 28 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
HUSTISFORD Q SE SW 33 10N 16E Dodge 0 225 69 2016 4.4 5.3 5.1 24.4 2.669 1.859
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* HUTH Q SE SE 4 10N 1E Richland 0 225 2132013 0.0 9.1 11.7 40.5 2.611 2.328
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HWY 51 Q SW NE 17 8N 10E Dane 0 225 73 2015 0.8 1.6 2.7 7.9 32.6 2.609 2.187
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HWY 83 P NW NW 9 6N 18E Waukesha 0 225 2352014 1.9 2.1 7.5 30.2 2.693 1.341
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* HYDE Q NW NE 26 6N 4E Iowa 0 225 1872012 0.9 3.6 6.3 8.8 34.9 2.627 2.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ILG P NE SE 8 42N 5E Vilas 0 225 1332014 0.0 1.5 3.2 15.6 2.741 0.867
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 50 2010 0.5 4.0 4.8 23.9 2.635 2.263
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 7 2012 9.8 8.7 4.4 25.0 2.656 2.186
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 1382013 4.7 4.1 4.8 23.4 2.631 2.626
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 2102015 10.9 6.6 5.5 27.0 2.637 2.309
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 1402016 9.3 7.7 5.0 28.1 2.632 2.175
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
IRON RIVER P SW NW 22 43N 35W Iron, Mi 0 225 93 2012 1.3 0.6 0.9 4.2 19.1 2.674 0.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
IRVINE Q SW NE 18 19N 7W Trempealeau 0 225 118 2012 0.0 8.0 10.9 39.8 2.589 2.301
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
IRVINE Q SW NE 18 19N 7W Trempealeau 0 225 2052015 0.0 2.5 10.4 38.3 2.591 2.208
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ISENBERGER Q SW NW 6 28N 4W Clark 0 225 2652016 0.0 1.0 4.3 18.6 3.015 0.342
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ISON P SE NW 19 37N 13E Forest 0 225 2402016 0.0 0.6 6.5 26.2 2.696 0.646
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* J & E SHERWOOD Q 30 20N 19E Calumet 0 225 1842012 0.0 7.2 6.3 24.2 2.752 1.280
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 29 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* J & E STOCKBRIDGE (LOT 96) Q 19N 18E Calumet 0 225 13 2013 2.0 0.9 4.3 8.6 36.4 2.759 0.970
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JACKSON Q SW SW 6 10N 4E Sauk 0 225 37 2012 0.0 2.7 7.4 31.7 2.650 1.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JACKSON Q SW SW 6 10N 4E Sauk 0 225 54 2015 0.0 4.0 11.9 40.5 2.561 2.764
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JACKSON COUNTY IRON MINE Q 22 21N 3W Jackson 0 225 1052011 0.0 11.6 5.6 24.7 2.829 1.491
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JACKSON COUNTY IRON MINE Q 22 21N 3W Jackson 0 225 11 2014 0.0 13.2 8.7 29.4 2.732 2.215
Approved Use : Base Aggregate
JANESVILLE SAND & GRAVEL P SE SW 24 3N 12E Rock 0 225 10 2012 2.1 0.0 3.4 5.9 28.3 2.622 2.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JANESVILLE SAND & GRAVEL P SE SW 24 3N 12E Rock 0 225 84 2015 2.0 6.2 2.1 6.7 30.0 2.628 1.925
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JANNETTE P NW SW 7 20N 21E Manitowoc 0 225 1532012 0.6 4.2 2.3 6.5 29.5 2.725 1.299
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JENKINS Q 11 13N 10E Columbia 0 225 1 2011 0.9 3.7 9.2 37.1 2.601 2.324
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JENKINS Q 11 13N 10E Columbia 0 225 2252014 0.8 3.0 10.5 39.5 2.578 2.502
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JENNEMAN P NE 6 30N 8W Chippewa 0 225 75 2014 0.0 1.2 4.5 19.7 2.722 0.935
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JESSE P SE SW 17 11N 7E Sauk 0 225 1812010 0.0 0.8 5.3 22.0 2.657 0.622
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JESSE P SE SW 17 11N 7E Sauk 0 225 2192014 0.0 2.0 16.6 2.641 0.481
Approved Use : CONCRETE, OGBC, Base Aggregate
* JOE KOHEGYI P NE SW 31 43N 4E Iron 0 225 2192011 0.0 0.4 3.6 16.1 2.730 0.960
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON P NW SW 35 34N 16W Polk 0 225 1372011 0.0 1.8 3.2 15.0 2.741 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* JOHNSON P NE SW 32 27N 26E Door 0 225 1452011 0.1 0.0 5.2 5.2 22.5 2.767 1.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* JOHNSON Q NW NW 6 26N 19W Pierce 0 225 1712012 0.0 6.1 8.2 32.1 2.584 2.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 30 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
JOHNSON P SE NW 5 35N 10W Barron 0 225 45 2013 0.0 2.0 4.7 21.7 2.674 1.212
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON P NW SW 35 34N 16W Polk 0 225 22 2016 0.0 1.6 2.9 14.7 2.744 1.035
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
JOHNSON (CEMSTONE) P NE 28 36N 14W Barron 0 225 55 2013 0.0 2.9 3.8 17.6 2.717 1.578
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON - GENESEE P SW 6 6N 18E Waukesha 0 225 1422013 1.1 2.0 1.3 6.3 31.3 2.645 1.216
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON 210 P E SW 21 39N 17W Burnett 0 225 1382011 0.0 5.4 3.5 15.5 2.753 1.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON 210 P E SW 21 39N 17W Burnett 0 225 26 2016 0.0 6.6 3.8 16.9 2.739 1.148
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* JOHNSON CREEK Q NE SW 23 7N 14E Jefferson 0 225 54 2011 6.1 2.4 10.8 38.8 2.618 2.361
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G - BOLTON P SW 4 3N 18E Walworth 0 225 1432013 0.9 2.6 6.6 6.3 31.3 2.682 1.292
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G - RFD-2 P SW 9 2N 19E Racine 0 225 1412013 1.2 8.1 8.7 6.5 27.9 2.664 1.584
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G RACINE AVE. P NW 6 5N 20E Waukesha 0 225 63 2012 0.2 3.1 1.4 8.7 22.6 2.686 1.301
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G-KRUEGER CTH P 13 3N 19E Racine 0 225 34 2013 2.9 0.0 7.5 6.2 25.6 2.623 1.925 "J"
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G-MAINKA-CTH J P SW 4 3N 18E Walworth 0 225 96 2016 2.3 0.0 1.7 4.8 24.4 2.705 1.170
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
JOHNSTAD Q S SE 34 48N 13W Douglas 0 225 1932015 0.0 5.7 3.5 14.3 2.789 1.626
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
JONES Q SE NE 22 5N 1E Iowa 0 225 90 2012 9.6 1.5 9.5 38.9 2.581 2.812
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JONES Q SE NE 22 5N 1E Iowa 0 225 1582015 0.6 3.4 6.9 14.6 48.5 2.522 3.719
Approved Use : CONCRETE, Base Aggregate
JORGENSON Q NE 5 20N 17E Winnebago 0 225 87 2012 0.3 7.3 4.3 6.4 29.8 2.712 1.163
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JORGENSON Q NE 5 20N 17E Winnebago 0 225 48 2015 0.1 9.2 4.4 6.2 28.8 2.729 1.149
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 31 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
JULIUS WIEST Q NW NE 26 3N 5W Grant 0 225 1732014 2.5 2.7 9.0 35.6 2.621 2.149
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JUNK Q NW NE 7 3N 5W Grant 0 225 117 2015 7.9 5.2 10.5 38.7 2.520 3.496
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
JW PETERS-MAIN P NW 6 2N 19E Racine 0 225 33 2013 1.5 0.0 4.5 5.4 25.0 2.682 1.387
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* JW PETERS-WARREN Q NE 4 2N 19E Racine 0 225 36 2013 1.0 0.0 8.4 6.4 25.3 2.656 1.659
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K AND N P S 9 8N 19E Waukesha 0 225 39 2014 0.7 1.0 5.2 24.6 2.744 0.964
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K QUARRY Q SW SW 13 24N 4E Wood 0 225 22 2012 0.0 10.9 4.1 17.1 2.710 1.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K QUARRY Q SW SW 13 24N 4E Wood 0 225 1472016 0.0 0.7 4.0 17.1 2.701 1.012
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
K-PIT P SE NE 22 21N 11E Waupaca 0 225 43 2010 0.0 3.1 6.1 26.9 2.706 1.156
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K-PIT P SE NE 22 21N 11E Waupaca 0 225 2332016 0.0 2.6 8.7 31.0 2.664 1.581
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
K-PIT ONEIDA P NW NW 6 36N 8E Oneida 0 225 1942013 0.0 0.7 5.6 25.1 2.674 0.975
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KAASA Q 15 24N 16W Pierce 0 225 61 2015 0.0 5.4 11.6 42.0 2.551 2.801
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* KAFKA QUARRY Q NE NW 3 27N 3E Marathon 0 225 10 2011 0.0 0.4 2.3 10.4 2.761 0.476
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KALATA Q NE NE 27 19N 14E Winnebago 0 225 1662010 0.9 0.6 4.0 7.6 32.0 2.683 1.487
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KALATA Q NE NE 27 19N 14E Winnebago 0 225 52 2016 0.2 1.7 3.3 9.1 36.0 2.692 1.436
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KAMPMEIER Q SW SW 26 7N 10E Dane 0 225 99 2012 2.0 8.4 8.0 11.5 40.6 2.523 3.264
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KAMPMEIER Q SW SW 26 7N 10E Dane 0 225 119 2015 7.0 16.1 17.1 12.4 44.0 2.493 3.926
Approved Use : Base Aggregate
* KAUKAUNA Q 18 21N 19E Outagamie 0 225 1552012 2.6 5.3 4.1 18.8 2.763 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 32 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* KAUKAUNA Q 18 21N 19E Outagamie 0 225 1902016 0.2 23.1 17.0 5.3 24.3 2.732 1.242
* KELLOG Q SE NE 36 12N 3W Vernon 0 225 2102013 0.0 2.5 8.8 35.4 2.655 1.754
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KELLY Q SW SW 14 6N 7E Dane 0 225 24 2010 15.2 12.3 13.3 45.0 2.534 3.911
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KELLY Q SW SW 14 6N 7E Dane 0 225 2082013 5.8 3.2 6.0 27.7 2.623 2.272
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KELLY Q SW SW 14 6N 7E Dane 0 225 1252016 0.2 15.7 7.7 9.7 36.0 2.582 2.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KESSLER P SE SE 6 41N 4E 0 225 2262013 0.0 0.7 4.9 21.7 2.731 0.836
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KEWASKUM P W SE 16 12N 19E Washington 0 225 2602013 0.2 1.6 2.1 6.1 27.9 2.768 0.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIMBALL Q S 1 46N 1E Iron 0 225 97 2011 0.0 1.6 2.7 12.4 2.705 1.329
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIMBALL Q S 1 46N 1E Iron 0 225 1292015 0.0 1.6 2.6 12.0 2.733 1.142
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KIMMES Q SW NW 14 47N 14W Douglas 0 225 61 2011 0.0 7.1 3.4 14.0 2.768 1.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIMMES Q SW NW 14 47N 14W Douglas 0 225 83 2014 0.0 7.1 4.1 16.3 2.703 1.161
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KING Q SE SE 1 16N 1W Monroe 0 225 70 2013 0.0 13.1 10.7 40.8 2.546 3.065
Approved Use : Base Aggregate
KING Q NW NW 19 38N 10E Oneida 0 225 99 2013 0.0 0.3 5.9 29.5 2.622 0.523
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KING Q NW NW 19 38N 10E Oneida 0 225 1212016 0.0 0.3 9.5 40.2 2.608 0.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KING Q SE SE 1 16N 1W Monroe 0 225 1302016 0.0 3.0 8.1 34.4 2.637 1.999
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KINGS BLUFF Q W NE 25 18N 8W La Crosse 0 225 1072010 0.0 8.4 8.9 39.7 2.615 2.120
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KINGS BLUFF Q W NE 25 18N 8W La Crosse 0 225 116 2013 0.0 7.7 11.2 42.6 2.551 2.973
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 33 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
KINGS BLUFF Q W NE 25 18N 8W La Crosse 0 225 2352015 1.6 0.0 3.6 10.9 40.9 2.580 2.670
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KIPPENHAN P NW SW 2 28N 10W Chippewa 0 225 66 2013 0.0 4.8 6.7 25.8 2.639 2.127
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIPPLEY Q NW NE 11 8N 9E Dane 0 225 26 2012 1.5 2.1 8.5 35.2 2.597 2.329
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIPPLEY Q NW NE 11 8N 9E Dane 0 225 1862016 1.0 2.8 1.4 10.0 37.1 2.548 2.798
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KIRSCHBAUM Q NE SW 26 5N 5W Grant 0 225 1292010 1.6 4.5 5.5 10.0 40.7 2.625 2.104
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIRSCHBAUM Q NE SW 26 5N 5W Grant 0 225 58 2013 2.2 5.2 4.5 10.0 39.0 2.604 2.407
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIRSCHBAUM Q NE SW 26 5N 5W Grant 0 225 1352016 1.6 7.0 5.7 15.1 47.0 2.596 2.643
Approved Use : CONCRETE, Base Aggregate
KISSER Q NW NW 20 27N 25E Door 0 225 9 2016 3.0 2.5 6.4 26.3 2.762 0.957
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KLAHN P NW SE 36 5N 9E Dane 0 225 3 2013 3.0 2.1 6.5 29.6 2.626 2.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLAR Q NW NW 33 3N 2W Grant 0 225 76 2010 0.8 1.6 4.4 9.4 36.6 2.604 2.442
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLAR Q NW NW 33 3N 2W Grant 0 225 1452013 1.4 2.9 2.2 10.1 36.2 2.581 2.743
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLAR Q NW NW 33 3N 2W Grant 0 225 2172016 5.4 4.3 11.7 40.9 2.580 2.810
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KLAVER P NW SE 4 36N 8E Oneida 0 225 2512014 0.0 1.0 4.8 22.5 2.715 1.157
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLINGAMEYER Q NW 22 11N 5E Sauk 0 225 17 2013 0.0 2.5 8.9 30.1 2.627 0.525
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLINGAMEYER Q NW 22 11N 5E Sauk 0 225 2452016 0.0 0.2 5.5 24.1 2.619 0.495
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KLITZKE Q 16 4N 7E Green 0 225 1282011 2.2 1.7 12.0 45.2 2.544 3.379
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLITZKE Q 16 4N 7E Green 0 225 97 2015 5.6 6.7 14.1 46.7 2.510 4.014
Approved Use : CONCRETE, Base Aggregate
Page 34 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
KNUTSON P SW SE 22 32N 11W Barron 0 225 1282016 0.0 1.7 4.6 20.3 2.698 1.168
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* KOHLHOFF Q SW SW 9 12N 14E Dodge 0 225 5 2012 0.2 1.8 1.9 6.9 29.1 2.760 0.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KOMAREK P NW NE 1 32N 2E Taylor 0 225 1752013 0.0 1.0 4.0 19.2 2.700 1.033
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KOOKOO CLUB Q SW NE 5 28N 6E Marathon 0 225 1542016 0.0 0.4 6.5 25.7 2.696 1.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KRAEMER P SW NE 13 14N 20E Sheboygan 0 225 112 2011 0.0 2.6 5.2 26.1 2.747 1.036
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRAEMER P SW NE 13 14N 20E Sheboygan 0 225 64 2016 0.5 0.0 0.8 6.0 28.8 2.752 0.927
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KRAMER STREET Q NW NE 10 28N 8E Marathon 0 225 60 2015 0.0 1.8 1.9 8.8 2.750 0.375
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* KRANIG Q 15 4N 9E Green 0 225 41 2010 5.7 5.0 5.6 30.1 2.522 3.560
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* KRANIG Q 15 4N 9E Green 0 225 44 2013 13.6 6.3 12.3 42.3 2.583 2.731
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* KRANIG KNIGHT Q SE 3 2N 9E Green 0 225 17 2012 2.4 3.1 9.6 36.1 2.595 2.624
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRAUS P E NE 7 34N 3E Price 0 225 2262014 0.0 4.3 3.8 18.3 2.709 1.125
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRAUSE Q NW 13 21N 14E Waupaca 0 225 2362015 0.0 11.3 8.4 34.6 2.701 1.654
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KREPLINE Q NE NE 34 19N 19E Calumet 0 225 1912016 0.0 2.8 8.3 35.1 2.689 1.415
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KREUGER Q SW SW 3 6N 11E Dane 0 225 51 2011 2.1 8.5 7.0 31.0 2.622 2.465
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KREUGER Q SW SW 3 6N 11E Dane 0 225 1942015 24.6 6.9 6.0 30.0 2.641 2.220
KREUGER Q SW SW 3 6N 11E Dane 0 225 2242015 9.1 11.1 7.1 31.7 2.641 2.300
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KROENING Q 24 26N 17E Shawano 0 225 1892012 7.1 7.1 6.1 25.5 2.706 1.360
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 35 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
KROENING Q 24 26N 17E Shawano 0 225 16 2015 11.1 12.8 7.5 28.7 2.674 1.762
Approved Use : Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 69 2010 1.7 1.4 3.2 6.1 25.6 2.711 1.064
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 2312011 0.2 2.3 3.8 5.9 24.8 2.731 1.040
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 49 2012 0.0 2.7 0.8 7.1 30.2 2.689 1.449
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 111 2012 8.1 4.9 7.1 30.2 2.701 1.401
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 51 2013 1.4 10.4 10.9 6.3 27.8 2.664 1.618
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 35 2016 0.0 1.2 2.5 6.3 29.1 2.693 1.313
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KRUG P 28 32N 1E Taylor 0 225 2412014 0.0 0.2 4.4 20.5 2.703 1.245
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KUSSMAUL Q NW SE 34 6N 4W Grant 0 225 1062010 2.4 9.3 10.9 40.8 2.592 2.554
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KUSSMAUL Q NW SE 34 6N 4W Grant 0 225 1852013 4.9 7.9 10.5 39.2 2.584 2.525
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KUSSMAUL Q NW SE 34 6N 4W Grant 0 225 1372016 0.5 3.1 3.8 10.4 37.8 2.598 2.284
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LADYSMITH EAST P S NW 15 35N 6W Rusk 0 225 2332013 0.0 1.1 3.8 17.8 2.709 1.053
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAFARGE COLGATE P S NW 3 8N 19E Waukesha 0 225 73 2011 2.0 1.7 2.5 5.8 29.1 2.711 1.375
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAFARGE COLGATE P S NW 3 8N 19E Waukesha 0 225 35 2015 0.9 2.5 2.4 4.5 23.9 2.736 0.827
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAGESSE P SE SE 7 30N 8W Chippewa 0 225 2282015 0.0 0.7 4.5 20.3 2.739 0.799
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAGRANGE P W SE 20 4N 16E Walworth 0 225 42 2014 0.0 2.3 6.5 27.3 2.704 1.237
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAKETOWN Q SW SE 12 36N 18W Polk 0 225 1492015 0.0 0.5 0.9 9.3 2.993 0.243
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 36 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LANE P SW NW 2 28N 10W Chippewa 0 225 118 2013 0.0 11.3 4.6 22.7 2.587 2.278
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANGE ROAD P SE SE 32 1N 18E Walworth 0 225 1902014 2.1 0.0 3.1 7.6 37.9 2.679 1.397
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANGE ROAD P SE SE 32 1N 18E Walworth 0 225 2022015 1.0 0.0 1.1 5.7 33.5 2.674 1.439
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LANNON (SUSSEX) Q SW 24 8N 19E Waukesha 0 225 37 2010 0.0 5.0 5.6 19.6 2.747 1.009
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON (SUSSEX) Q SW 24 8N 19E Waukesha 0 225 16 2012 0.5 3.6 4.3 15.4 2.737 1.004
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON (SUSSEX) Q SW 24 8N 19E Waukesha 0 225 92 2014 0.2 0.4 0.7 4.7 22.7 2.692 1.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON LISBON PIT P SW 24 8N 19E Waukesha 0 225 31 2015 0.8 2.9 4.9 6.4 29.2 2.729 1.039
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 2032010 0.0 2.2 7.8 33.5 2.614 2.001
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 31 2013 0.0 0.9 8.2 32.8 2.651 1.528
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 53 2013 0.0 2.1 5.4 26.9 2.685 1.150
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 75 2016 0.3 0.2 9.4 34.0 2.705 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LANNON STONE - RICHFIELD P SE 24 9N 19E Washington 0 225 1922010 1.3 0.5 2.0 4.6 25.3 2.712 1.084
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - RICHFIELD P SE 24 9N 19E Washington 0 225 89 2016 2.6 1.1 8.2 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE PROD. Q E 20 8N 20E Waukesha 0 225 55 2010 0.0 3.1 5.6 24.8 2.650 1.940
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LANNON STONE PROD. Q E 20 8N 20E Waukesha 0 225 21 2012 0.5 1.2 90.5 22.9 2.714 1.211
Approved Use : CONCRETE, OGBC, Base Aggregate
LANNON STONE PROD. Q E 20 8N 20E Waukesha 0 225 34 2015 0.9 4.6 6.1 28.5 2.720 1.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LARSEN Q N NE 19 20N 16E Winnebago 0 225 43 2012 0.8 0.4 1.9 4.5 21.1 2.724 1.016
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 37 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LARSEN Q N NE 19 20N 16E Winnebago 0 225 2 2015 1.6 0.7 1.9 5.0 23.1 2.725 1.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LARSON Q SW SW 15 3N 10E Rock 0 225 39 2010 19.0 29.8 10.1 37.9 2.383 3.466
* LARSON Q SW SW 15 3N 10E Rock 0 225 116 2010 2.6 9.3 8.1 32.7 2.554 3.048
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LARSON Q SW SW 15 3N 10E Rock 0 225 1892013 2.2 12.5 8.4 9.3 35.8 2.482 3.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LATHER P NW NW 16 1N 13E Rock 0 225 6 2012 0.4 0.0 3.5 4.6 23.6 2.714 1.229
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LATHER P NW NW 16 1N 13E Rock 0 225 1412016 0.9 3.6 4.1 4.7 25.0 2.638 1.560
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAUERSDORF Q NE SW 35 29N 18E Oconto 0 225 99 2016 0.9 1.4 0.7 8.5 35.6 2.700 1.396
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAWIN P NE 18 30N 8W Chippewa 0 225 45 2011 0.0 3.2 4.4 18.8 2.684 1.226
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWIN P NE 18 30N 8W Chippewa 0 225 12 2015 0.0 2.1 3.9 19.0 2.690 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWLESS P SW SE 3 33N 8E Lincoln 0 225 2272013 0.0 2.9 4.2 18.3 2.725 1.168
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAWRENCE Q SW SW 30 23N 20E Brown 0 225 1432012 0.2 8.6 17.5 5.8 24.0 2.711 1.501
Approved Use : Base Aggregate
LAWRENCE Q SW SW 30 23N 20E Brown 0 225 46 2016 0.1 12.6 5.1 6.2 26.6 2.725 1.360
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 92 2013 0.0 1.1 1.3 5.0 22.0 2.775 0.757
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 1552014 0.8 0.9 3.8 16.8 2.788 0.688
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 4 2015 0.2 0.6 4.8 2.787 0.668
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 47 2016 0.4 1.2 0.1 4.0 19.5 2.774 0.769
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* LAWRENCE BOTTOM SHELF Q SW SW 30 23N 20E Brown 0 225 22 2011 21.2 5.0 6.0 25.9 2.742 1.163
Page 38 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* LAWRENCE TOP SHELF Q SW SW 30 23N 20E Brown 0 225 21 2011 16.7 5.9 4.8 21.7 2.729 1.411
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAZIG P SW NW 31 33N 8E Lincoln 0 225 2142014 0.0 0.9 3.2 17.7 2.685 1.085
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LEATHERBERRY P E NW 26 12N 6E Sauk 0 225 1912014 0.0 1.6 7.0 26.8 2.630 1.370
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LEIGHTY Q N NE 4 4N 1E Iowa 0 225 1532010 3.5 12.4 10.6 39.5 2.519 3.508
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LEIGHTY Q N NE 4 4N 1E Iowa 0 225 75 2012 4.4 2.2 8.0 34.8 2.587 2.385
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LIME P SW SW 4 15N 21E Sheboygan 0 225 90 2010 0.0 2.5 6.1 27.1 2.734 0.914
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LIME Q NW NW 2 26N 16E Shawano 0 225 2202013 2.4 1.9 9.9 37.6 2.675 1.561
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LIME P SW SW 4 15N 21E Sheboygan 0 225 20 2015 0.1 1.1 0.3 6.0 29.8 2.750 0.867
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #22 Q SW SW 9 12N 14E Dodge 0 225 79 2015 2.4 0.9 6.3 29.1 2.764 0.794
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 1762010 15.8 19.7 8.1 33.3 2.664 2.343
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 1932010 15.9 11.7 7.8 30.9 2.659 1.938
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 1942010 12.1 10.4 6.2 27.2 2.666 1.889
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 85 2012 0.2 7.0 7.5 5.8 26.4 2.664 1.898
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 78 2015 0.6 18.4 10.7 6.4 29.7 2.669 1.840
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #28 Q NW NW 32 11N 12E Columbia 0 225 1062014 2.0 2.4 3.4 12.0 40.6 2.603 2.318
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LINDBERG AND SONS P NW SW 5 40N 30W Dickerson Co 0 225 1842011 1.2 1.2 5.6 25.6 2.670 0.777
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINDEN Q SW SW 14 5N 2E Iowa 0 225 77 2010 0.5 0.8 7.4 31.7 2.684 1.459
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 39 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LINDEN Q SW SW 14 5N 2E Iowa 0 225 1442013 0.9 0.9 10.7 35.7 2.672 1.575
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINDEN Q SW SW 14 5N 2E Iowa 0 225 2152016 0.8 0.5 10.7 39.8 2.676 1.661
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LINK #27 - (WESTPHAL #3) Q SW SW 24 10N 12E Columbia 0 225 4 2012 3.6 11.1 13.3 15.4 49.2 2.523 4.121
Approved Use : Base Aggregate
LINK #27 - (WESTPHAL #3) Q SW SW 24 10N 12E Columbia 0 225 77 2015 0.3 1.4 3.6 5.6 22.9 2.622 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINS Q NW NE 22 9N 3E Sauk 0 225 1722012 1.2 0.0 3.5 8.7 36.5 2.620 2.013
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINS Q NW NE 22 9N 3E Sauk 0 225 2382015 3.5 2.7 5.9 10.6 40.5 2.568 2.897
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LISOWE Q NE NE 34 18N 19E Calumet 0 225 2612013 0.0 1.0 12.9 47.5 2.651 1.991
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
LISSNER P SW 27 32N 1E Taylor 0 225 92 2010 0.0 2.0 3.5 16.3 2.761 0.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LISSNER P SW 27 32N 1E Taylor 0 225 46 2015 0.0 2.7 3.7 17.7 2.718 1.133
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LITCHFIELD P SW SE 34 27N 10W Eau Claire 0 225 2362012 0.0 2.0 4.1 19.8 2.643 1.006
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LITTLE LIMESTONE Q SW NE 6 1N 14E Rock 0 225 87 2011 2.1 3.4 9.2 10.4 39.1 2.487 4.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LITTLE LIMESTONE Q SW NE 6 1N 14E Rock 0 225 2202014 6.3 2.9 14.7 10.7 39.4 2.500 4.326
Approved Use : Base Aggregate
LOEFFELHOLZ Q SE SE 5 2N 1W Grant 0 225 2562013 3.7 2.0 6.4 12.5 43.3 2.558 3.284
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LOEFFELHOLZ Q SE SE 5 2N 1W Grant 0 225 1682016 1.3 6.9 9.1 12.5 43.7 2.560 3.061
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LONGBRANCH Q N SW 34 29N 4W Clark 0 225 78 2012 0.0 0.4 3.3 15.3 2.748 0.640
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LONGBRANCH Q N SW 34 29N 4W Clark 0 225 75 2015 0.0 0.9 3.2 14.3 2.720 0.731
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LUEBKE P NE 21 20N 16E Winnebago 0 225 2272016 0.4 15.4 6.8 6.3 27.6 2.760 1.262
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 40 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LUND / RIOPEL P SW SW 6 36N 8E Oneida 0 225 5 2013 0.0 1.2 3.3 16.7 2.694 0.936
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LUPPINO Q SE SE 32 47N 2E Iron 0 225 1402011 0.0 1.3 4.9 8.3 2.749 1.420
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LUPPINO Q SE SE 32 47N 2E Iron 0 225 1672015 0.0 4.5 3.2 15.3 2.629 2.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LUTZKE P SE SE 20 18N 22E Manitowoc 0 225 1322014 0.6 0.0 1.1 5.9 28.8 2.769 0.794
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LYMAN ANDERSON Q SW 13 5N 9E Dane 0 225 2402012 14.5 10.9 10.3 40.1 2.538 3.390
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* LYMAN ANDERSON Q SW 13 5N 9E Dane 0 225 6 2015 0.3 32.9 19.2 9.4 39.4 2.543 3.465
* LYMAN ANDERSON Q SW 13 5N 9E Dane 0 225 20 2016 18.6 21.3 8.8 37.2 2.572 3.075
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 34 2010 1.0 2.2 4.3 19.2 2.753 0.960
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 66 2011 2.8 2.6 4.7 20.4 2.752 0.855
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 29 2012 0.1 0.4 1.1 4.4 19.7 2.775 0.715
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 48 2013 0.2 1.7 2.0 4.6 20.4 2.757 0.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 2612014 0.1 0.8 0.2 4.0 18.9 2.755 0.997
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 1052015 0.1 0.5 2.4 4.3 18.8 2.767 0.789
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 84 2016 0.4 2.7 0.8 4.7 21.5 2.751 0.940
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MADISON SAND AND GRAVEL P NW SE 22 9N 9E Dane 0 225 2562012 2.8 0.0 2.0 6.1 30.3 2.662 1.664
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MADISON STONE # 1 Q SW NE 17 8N 10E Dane 0 225 25 2012 2.5 0.9 10.1 37.7 2.601 2.238
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAHER P SW NE 34 45N 39W Gogebic, Mi 0 225 23 2015 0.0 1.1 2.6 12.8 2.756 0.793
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 41 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MAHR P SW SW 26 29N 5W Chippewa 0 225 117 2010 0.0 1.9 3.6 16.7 2.740 0.722
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAHR P SW SW 26 29N 5W Chippewa 0 225 56 2015 0.0 3.2 3.8 18.3 2.733 0.923
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAIER P SE SE 20 9N 9E Dane 0 225 2022013 4.1 3.0 3.8 5.8 30.2 2.684 1.730
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAIN (OLYNICK PIT) P NE SE 14 33N 4W Taylor 0 225 2352013 0.0 1.0 4.0 19.0 2.704 1.160
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAJERUS Q SW NW 7 2N 2W Grant 0 225 1792011 8.6 9.2 13.0 47.8 2.548 3.237
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
MAJERUS Q SW NW 7 2N 2W Grant 0 225 2082014 4.5 4.9 12.6 44.6 2.546 3.129
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MANDT PIT P NW SE 25 6N 9E Dane 0 225 1912011 0.0 5.0 13.2 40.2 2.609 2.790
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANITOWOC CO. STH 310 Q E SW 36 20N 23E Manitowoc 0 225 5 2010 2.7 0.8 6.8 31.8 2.786 0.717
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANITOWOC CO. STH 310 Q E SW 36 20N 23E Manitowoc 0 225 49 2016 0.0 0.7 6.8 30.0 2.779 0.741
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MANN BROS-PADDOCK P E SE 1 3N 16E Walworth 0 225 112 2013 3.6 0.0 1.8 4.9 24.9 2.678 1.590
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANN BROS. ATKINSON P NE 1 3N 17E Walworth 0 225 1052012 0.6 0.0 3.7 4.4 21.5 2.722 1.292
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANTHEY EAST P 26 17N 7E Adams 0 225 2152011 0.0 0.8 8.2 32.6 2.726 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANTHEY EAST P 26 17N 7E Adams 0 225 1332016 0.0 1.9 8.8 32.4 2.697 1.494
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* MAPLE RIDGE #2 Q NW NW 17 22N 3E Wood 0 225 114 2013 0.0 1.0 3.9 16.8 2.735 0.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARKESAN Q NE 3 14N 13E Green Lake 0 225 30 2012 8.6 0.7 5.9 26.7 2.681 1.872
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARKESAN Q NE 3 14N 13E Green Lake 0 225 70 2015 0.1 0.9 7.9 6.3 28.2 2.693 1.785
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSHALL-SCHUSTER Q NW SE 7 8N 12E Dane 0 225 77 2011 3.3 4.8 13.7 9.0 35.0 2.576 2.984
Approved Use : Base Aggregate
Page 42 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MARSHALL-SCHUSTER Q NW SE 7 8N 12E Dane 0 225 1072015 1.8 6.2 6.8 6.6 31.0 2.643 1.945
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MARSHFIELD Q SE NW 2 25N 3E Wood 0 225 12 2011 0.0 1.0 5.7 24.6 2.677 0.618
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSHFIELD Q SE NW 2 25N 3E Wood 0 225 19 2014 0.0 1.9 6.7 25.6 2.676 0.733
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 27 2011 0.0 14.9 12.8 42.7 2.583 2.658
Approved Use : Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 51 2014 0.0 12.3 10.4 39.6 2.574 2.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 1512014 0.0 8.3 10.4 39.6 2.574 2.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 2132016 0.0 3.5 8.1 33.4 2.572 2.694
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MASHUDA UPPER Q NE NW 28 16N 12E Green Lake 0 225 1002014 0.0 0.3 1.1 6.3 30.2 2.689 1.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATHEY Q E SE 22 28N 26E Door 0 225 2082015 0.1 0.0 0.6 5.7 25.8 2.793 0.616
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MATHISON Q SE NE 15 28N 4W Clark 0 225 79 2012 0.0 1.5 4.9 19.5 2.859 0.743
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATHISON Q SE NE 15 28N 4W Clark 0 225 14 2015 0.0 1.4 4.4 19.1 2.870 0.511
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MATHY STOCKPILE 1 Q N 22 12N 6E Sauk 0 225 2282012 0.0 0.5 5.4 23.5 2.535 2.007
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATOUSHEK Q 28 10N 6E Sauk 0 225 2162010 0.0 2.8 13.3 43.9 2.579 2.502
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATOUSHEK Q 28 10N 6E Sauk 0 225 2212014 0.0 3.5 9.4 35.7 2.628 2.136
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MAUER Q NE NE 15 1N 5E Lafayette 0 225 45 2012 6.3 5.6 7.4 30.4 2.604 2.670
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAYVILLE WHITELIME Q 1 11N 16E Dodge 0 225 2202011 0.8 1.5 10.7 41.9 2.634 2.334
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAYVILLE WHITELIME Q 1 11N 16E Dodge 0 225 2412011 2.0 4.8 7.2 31.8 2.673 2.126
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 43 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MAYVILLE WHITELIME Q 1 11N 16E Dodge 0 225 1592014 2.3 3.2 6.8 30.5 2.720 1.416
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC - LARSEN Q NE NW 19 20N 16E Winnebago 0 225 2092010 4.3 2.6 7.5 29.1 2.746 0.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC - LARSEN Q NE NW 19 20N 16E Winnebago 0 225 1722013 1.7 1.2 0.9 4.9 22.4 2.732 0.864
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC - LARSEN Q NE NW 19 20N 16E Winnebago 0 225 1932016 2.8 1.4 1.2 5.3 24.4 2.737 0.873
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* MCC, INC. GUHL ROAD Q NE SW 14 21N 14E Waupaca 0 225 2582012 0.3 3.4 8.7 38.0 2.688 1.617
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC- FREEDOM WEST Q NE SE 17 22N 18E Outagamie 0 225 1712013 0.3 1.5 0.7 5.0 21.0 2.772 0.815
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC- FREEDOM WEST Q NE SE 17 22N 18E Outagamie 0 225 1602016 0.4 12.0 0.2 5.6 23.7 2.768 0.823
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MCCLAINE P SW NE 9 35N 13W Barron 0 225 1592015 0.0 2.9 2.8 14.0 2.795 0.788
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* MCGARTY Q NE SE 7 14N 2W Vernon 0 225 1692012 0.0 5.6 10.2 38.0 2.642 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 1472011 0.5 1.3 2.0 6.7 24.3 2.769 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 1342013 0.3 0.3 4.3 19.2 2.787 0.607
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 60 2014 0.2 1.7 4.5 19.3 2.781 0.657
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 1062015 0.9 2.2 2.2 4.9 21.5 2.776 0.723
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 85 2016 0.1 2.4 0.4 5.2 22.6 2.765 0.749
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY - CHASE P NW SE 3 26N 19E Oconto 0 225 2422016 0.8 1.3 0.4 6.5 29.0 2.743 0.970
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* MCNAMARA Q SE NW 25 31N 15W St. Croix 0 225 2432012 0.0 11.7 10.2 36.4 2.542 2.915
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEINHOLZ Q 35 8N 8E Dane 0 225 14 2010 0.9 5.0 8.4 32.7 2.707 0.979
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 44 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MEINHOLZ Q 35 8N 8E Dane 0 225 6 2013 1.2 2.2 1.8 9.8 32.4 2.568 2.444
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEINHOLZ Q 35 8N 8E Dane 0 225 62 2016 1.0 1.4 0.8 7.6 33.0 2.563 2.493
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MENN Q SW NW 2 15N 2W Monroe 0 225 86 2010 0.9 0.0 1.0 10.4 40.9 2.580 2.501
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MENN Q SW NW 2 15N 2W Monroe 0 225 92 2016 0.4 0.0 3.4 19.1 45.9 2.532 3.242
Approved Use : CONCRETE, Base Aggregate
MERRILLAN-734 Q NW SW 13 23N 3W Clark 0 225 94 2013 0.0 2.0 3.6 16.8 2.730 0.811
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MERRILLAN-734 Q NW SW 13 23N 3W Clark 0 225 2032015 0.0 0.5 2.5 15.8 2.635 0.435
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEVERDEN MATERIALS Q NE SW 19 28N 7E Marathon 0 225 1482011 0.0 0.6 9.3 39.1 2.611 0.650
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEVERDEN MATERIALS Q NE SW 19 28N 7E Marathon 0 225 76 2016 0.0 0.5 8.1 36.7 2.594 1.074
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MEYER/DYERLAKE P W 29 2N 19E Kenosha 0 225 95 2014 3.0 0.0 5.1 8.0 23.2 2.679 1.521
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - MISHICOT P SE SE 27 21N 23E Manitowoc 0 225 49 2010 0.9 0.0 4.1 7.2 31.9 2.682 1.510
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - MISHICOT P SE SE 27 21N 23E Manitowoc 0 225 27 2015 0.5 0.0 3.7 7.1 32.4 2.679 1.537
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - BRILLION Q SW 24 20N 20E Calumet 0 225 89 2012 0.6 0.0 2.4 10.2 40.1 2.618 2.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - BRILLION Q SW 24 20N 20E Calumet 0 225 22 2015 0.4 0.0 2.6 9.8 39.9 2.627 2.009
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - TAYCHEEDAH Q SW NE 16 16N 18E Fond Du Lac 0 225 13 2014 0.3 1.9 8.4 37.6 2.718 1.170
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS ALLEN Q NE SW 9 18N 14E Winnebago 0 225 1322013 0.3 1.1 5.7 8.7 35.1 2.676 1.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS ALLEN Q NE SW 9 18N 14E Winnebago 0 225 68 2016 0.5 1.4 6.8 11.6 39.5 2.645 2.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS ALSUM Q NE SE 18 13N 13E Dodge 0 225 1622016 9.1 8.7 6.7 30.3 2.648 2.143
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 45 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MICHELS BECKER P SW SW 27 11N 18E Washington 0 225 32 2015 0.2 3.6 3.7 6.6 29.1 2.704 1.262
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS BROWN Q S SW 32 20N 19E Calumet 0 225 1652013 1.4 0.7 2.0 6.3 27.0 2.746 1.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS BROWN Q S SW 32 20N 19E Calumet 0 225 7 2016 0.1 0.0 1.4 6.0 26.8 2.767 0.787
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS CHASE Q NE SW 17 26N 19E Oconto 0 225 2482012 0.0 1.8 2.8 6.1 25.3 2.723 1.067
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS CHASE Q NE SW 17 26N 19E Oconto 0 225 21 2015 2.0 2.4 4.8 22.1 2.733 0.924
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS COLUMBUS Q 11 10N 12E Columbia 0 225 1522010 5.1 7.9 8.8 36.1 2.610 2.210
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS COLUMBUS Q 11 10N 12E Columbia 0 225 1252014 7.0 10.1 9.3 37.0 2.566 2.675
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 13 2010 0.1 1.3 1.1 5.6 24.2 2.783 0.835
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 1282012 1.4 3.4 6.4 26.5 2.746 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 73 2013 1.5 1.9 5.2 23.1 2.783 0.832
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 40 2016 2.8 2.3 4.5 20.4 2.767 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS DIETZ Q 8 20N 17E Winnebago 0 225 86 2011 3.3 5.4 6.3 29.1 2.741 1.066
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DIETZ Q 8 20N 17E Winnebago 0 225 25 2014 7.5 3.3 6.5 29.7 2.734 1.119
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MICHELS DORO Q SE SW 36 20N 15E Winnebago 0 225 1992011 4.7 4.4 6.8 30.0 2.727 1.198
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS GARVEY Q SE SE 17 22N 17E Outagamie 0 225 60 2010 1.5 2.8 5.9 27.8 2.692 1.446
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS GARVEY Q SE SE 17 22N 17E Outagamie 0 225 2002013 1.0 5.0 5.8 22.3 2.721 1.254
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS GARVEY Q SE SE 17 22N 17E Outagamie 0 225 36 2016 0.6 1.9 7.0 31.4 2.682 1.428
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 46 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MICHELS KELLING P N NW 2 13N 20E Sheboygan 0 225 2512012 1.1 0.0 2.9 6.7 29.8 2.722 1.191
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KETTER P SW 4 13N 19E Fond Du Lac 0 225 2692014 1.1 0.0 4.1 7.9 32.8 2.725 1.176
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KETTER P SW 4 13N 19E Fond Du Lac 0 225 1002015 1.1 0.0 4.1 7.9 32.8 2.725 1.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS KOCH Q NW NE 29 20N 17E Winnebago 0 225 80 2011 1.1 2.5 5.7 25.1 2.763 0.972
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KOCH Q NW NE 29 20N 17E Winnebago 0 225 95 2013 0.3 1.4 1.8 4.9 23.4 2.762 0.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KOCH Q NW NE 29 20N 17E Winnebago 0 225 38 2016 0.1 1.6 1.6 5.0 23.6 2.775 0.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS MANCHESTER P SW SE 16 14N 12E Green Lake 0 225 2072015 7.7 0.0 7.3 7.3 33.6 2.573 2.258
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
MICHELS MARBLEHEAD Q NE NE 7 14N 18E Fond Du Lac 0 225 2652013 1.4 1.9 9.7 35.3 2.708 1.188
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS MARBLEHEAD Q NE NE 7 14N 18E Fond Du Lac 0 225 13 2016 2.3 1.1 8.4 34.6 2.760 0.806
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS MARKESAN Q SW SW 9 14N 13E Green Lake 0 225 1782012 7.1 6.1 5.9 26.7 2.683 1.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS MARKESAN Q SW SW 9 14N 13E Green Lake 0 225 14 2016 13.7 6.0 6.1 27.0 2.678 1.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS MEYERS P NW NW 36 20N 9E Waushara 0 225 2302012 0.6 0.0 2.1 5.7 27.0 2.701 1.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS NASBRO Q W SE 18 13N 17E Dodge 0 225 1822010 1.2 1.0 7.3 30.7 2.760 0.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS NASBRO Q W SE 18 13N 17E Dodge 0 225 1062013 0.4 0.9 8.7 35.0 2.704 1.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS NASBRO Q W SE 18 13N 17E Dodge 0 225 1 2016 0.4 1.3 7.5 32.2 2.714 1.179
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS OSHKOSH Q NE 27 18N 16E Winnebago 0 225 110 2013 2.2 3.2 5.0 22.8 2.766 0.887
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS OSHKOSH Q NE 27 18N 16E Winnebago 0 225 11 2016 3.1 2.8 5.0 22.1 2.755 0.992
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 47 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MICHELS STRACK P SW SE 20 13N 21E Sheboygan 0 225 2502012 0.1 0.0 3.7 8.9 33.3 2.714 1.309
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 2152010 14.8 18.0 8.4 33.0 2.679 1.806
Approved Use : Base Aggregate
* MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 2342010 0.5 6.0 4.0 6.9 28.3 2.696 1.400
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 1742011 0.4 14.5 15.7 8.7 33.4 2.643 2.168
Approved Use : Base Aggregate
* MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 1042012 0.1 4.6 6.3 6.2 26.1 2.660 1.823
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-HUGHES Q SW NW 32 17N 16E Winnebago 0 225 76 2011 5.1 4.5 6.0 28.6 2.761 0.930
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-HUGHES Q SW NW 32 17N 16E Winnebago 0 225 26 2014 11.3 9.7 6.7 28.5 2.734 1.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-WATERLOO Q NW NW 34 9N 13E Dodge 0 225 2012013 0.0 0.4 7.2 30.8 2.664 0.527
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-WATERLOO Q NW NW 34 9N 13E Dodge 0 225 2 2016 0.4 0.5 4.1 21.8 2.655 0.461
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-WAUPUN Q SE NW 36 14N 14E Fond Du Lac 0 225 111 2013 4.2 2.9 6.3 28.1 2.765 0.880
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-WAUPUN Q SE NW 36 14N 14E Fond Du Lac 0 225 8 2016 4.5 4.2 6.5 27.5 2.778 0.828
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS/BERRES P SW SE 32 14N 19E Fond Du Lac 0 225 2592014 1.4 0.0 2.8 7.0 28.7 2.721 1.231
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MIDDLE RIDGE Q NW SW 2 15N 5W La Crosse 0 225 69 2014 0.2 0.0 4.4 10.6 41.6 2.533 3.078
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MIKKOLA QUARRY Q NE NE 35 48N 11W Douglas 0 225 1352012 0.0 1.4 3.5 15.8 2.590 0.936
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILAS P SE NW 3 29N 3W Clark 0 225 67 2013 0.0 1.1 4.0 18.8 2.676 1.427
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE 222 P 4 26N 10W Eau Claire 0 225 35 2013 0.0 0.9 2.9 16.0 2.635 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE MONDOVI (763) Q N SE 28 24N 11W Buffalo 0 225 1072011 0.0 5.5 9.4 39.8 2.586 2.578
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 48 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MILESTONE MONDOVI (763) Q N SE 28 24N 11W Buffalo 0 225 74 2014 0.0 2.4 10.5 42.2 2.591 2.547
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE SOMERS P NE NE 29 23N 9E Portage 0 225 2192012 0.0 5.8 6.8 28.4 2.685 1.121
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE SOMERS P NE NE 29 23N 9E Portage 0 225 18 2015 0.0 2.5 6.9 28.8 2.685 1.206
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MILESTONE WAUSAU 343 Q SW SW 13 29N 7E Marathon 0 225 2052010 0.0 0.6 3.4 14.8 2.698 0.656
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MILESTONE WAUSAU 343 Q SW SW 13 29N 7E Marathon 0 225 50 2013 0.0 0.6 2.6 13.6 2.679 0.372
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILLER P W SW 4 35N 10W Barron 0 225 1862013 0.0 2.3 4.8 20.0 2.698 0.812
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILLER Q NW NW 31 6N 3E Iowa 0 225 1242015 4.7 7.2 6.9 30.0 2.588 2.840
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MIMBACH Q SW NW 5 28N 19W St. Croix 0 225 69 2012 0.0 2.9 7.0 30.3 2.691 1.597
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MIMBACH Q SW NW 5 28N 19W St. Croix 0 225 38 2015 0.0 6.4 7.6 29.5 2.694 1.497
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MINDORO Q SW SW 33 18N 6W La Crosse 0 225 45 2014 0.0 4.5 8.1 32.4 2.625 1.919
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MINONG Q NE NW 27 42N 11W Washburn 0 225 2412015 0.0 0.4 2.9 11.8 2.903 0.400
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MISHICOT P NE SE 27 21N 23E Manitowoc 0 225 55 2016 0.0 1.3 6.1 28.9 2.727 1.109
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MITCH KING P SW NE 6 26N 9E Marathon 0 225 38 2014 0.0 3.4 9.5 35.0 2.596 1.277
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOATS P SW NE 15 29N 7W Chippewa 0 225 64 2013 0.0 0.4 4.3 19.7 2.696 1.703
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOLLETT Q NE SE 4 12N 4W Vernon 0 225 83 2010 0.0 5.7 8.4 33.2 2.626 2.064
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOLLETT Q NE SE 4 12N 4W Vernon 0 225 2042013 0.0 2.0 8.5 33.3 2.652 1.878
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOLLETT Q NE SE 4 12N 4W Vernon 0 225 1802016 0.0 4.6 9.4 35.5 2.636 1.903
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 49 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MONICO (MICHELS) P NW SE 26 36N 11E Oneida 0 225 1642014 0.0 0.5 2.3 10.5 2.709 0.715
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONROE CONSTRUCTION Q SE NE 32 2N 7E Green 0 225 25 2010 1.3 8.8 11.9 44.3 2.469 5.216
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONROE CONSTRUCTION Q SE NE 32 2N 7E Green 0 225 2722012 1.9 1.7 13.0 40.9 2.481 4.412
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONROE CONSTRUCTION Q SE NE 32 2N 7E Green 0 225 2222014 14.1 1.9 10.0 39.2 2.597 2.741
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONTEVIDEO QUARRY Q NW NE 3 26N 20E Oconto 0 225 2082011 1.8 4.0 6.5 26.0 2.769 0.946
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MONTEVIDEO QUARRY Q NW NE 3 26N 20E Oconto 0 225 2122014 0.2 5.8 2.3 5.9 25.6 2.734 0.989
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MOOTZ Q 33 4N 1E Lafayette 0 225 88 2012 3.4 7.8 10.5 36.8 2.561 2.725
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORGAN P SE SW 35 29N 5E Marathon 0 225 2372014 0.0 2.7 4.7 21.9 2.644 1.409
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORRIS Q SE SW 3 16N 13E Green Lake 0 225 1682010 3.8 4.6 9.2 5.1 19.2 2.670 1.636
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE
MORRIS Q SE SW 3 16N 13E Green Lake 0 225 99 2014 0.9 1.8 1.9 6.6 28.8 2.692 1.332
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORRIS Q NW NW 3 5N 3W Grant 0 225 116 2015 1.3 2.4 3.9 11.4 39.8 2.671 2.297
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MORRIS P NW SW 6 27N 12E Shawano 0 225 211 2016 0.5 0.4 7.3 31.1 2.677 0.759
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MORRISON Q SE NW 35 25N 18W Pierce 0 225 62 2010 0.0 5.1 10.8 41.1 2.626 2.043
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MORRISON Q SE NW 35 25N 18W Pierce 0 225 1222013 0.0 3.6 7.2 32.4 2.642 1.821
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORRISON Q SE NW 35 25N 18W Pierce 0 225 1962016 2.1 0.0 2.1 7.3 31.2 2.665 1.622
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MOUNTAIN STONEWORKS INC. P NW 3 31N 16E Oconto 0 225 2412013 0.0 0.5 5.2 23.1 2.674 0.529
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* MR ED'S P SE SW 1 34N 6E Lincoln 0 225 43 2011 0.0 1.0 4.8 20.4 2.691 1.143
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 50 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
MROCZINSKI P SW NW 16 29N 5E Marathon 0 225 2702012 0.0 0.6 4.3 20.6 2.653 1.119
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MROTEK P SW 1 41N 8W Sawyer 0 225 1482013 0.0 5.3 4.9 19.1 2.764 1.054
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MURPHY P NW NW 6 21N 4W Jackson 0 225 1662013 0.0 3.9 5.4 21.2 2.619 1.217
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MURPHY CHIPS STOCKPILE P NW NW 6 21N 4W Jackson 0 225 1842015 0.0 1.5 11.0 40.4 2.587 2.672
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MURRAY P NE SE 26 26N 23E Door 0 225 1502010 0.5 0.0 12.3 8.2 37.8 2.654 2.080
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MURRAY P NE SE 26 26N 23E Door 0 225 2202015 0.1 0.0 9.3 8.2 36.1 2.638 2.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MUSKEGO P SW SW 18 5N 20E Waukesha 0 225 28 2013 0.2 3.1 3.2 5.4 24.5 2.698 1.386
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MYKLEBUST P NE 26 13N 6E Sauk 0 225 7 2013 0.0 4.9 6.7 26.9 2.728 1.023
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* N.E. ASPH. FREEDOM Q NE NW 10 22N 18E Outagamie 0 225 20 2011 3.4 1.0 3.8 18.3 2.779 0.670
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NABER P NE NW 31 5N 14E Jefferson 0 225 2 2013 3.8 0.0 3.0 6.3 29.4 2.636 1.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NAEDLER Q SE NE 35 25N 1W Clark 0 225 56 2011 0.0 1.1 6.0 25.9 2.623 0.596
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NAEDLER Q SE NE 35 25N 1W Clark 0 225 53 2014 0.0 2.0 6.6 26.8 2.611 0.887
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NANKEY Q SE NE 14 7N 1E Iowa 0 225 1672014 1.3 2.4 7.9 31.0 2.604 2.519
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEA MENASHA Q NW 4 20N 17E Winnebago 0 225 42 2012 0.1 5.3 4.8 5.7 26.1 2.736 1.141
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEA MENASHA Q NW 4 20N 17E Winnebago 0 225 3 2015 4.8 2.8 3.9 19.1 2.733 1.159
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEBEL Q NE SW 20 26N 24E Door 0 225 2312015 0.0 8.1 4.9 22.7 2.780 0.971
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NEECK READY MIX P NW NW 31 39N 1E Price 0 225 98 2014 0.0 0.9 3.8 18.1 2.745 0.739
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 51 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* NELSON Q NE NW 36 24N 18E Outagamie 0 225 48 2010 6.6 3.0 7.6 31.8 2.703 1.414
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* NELSON Q NE NW 36 24N 18E Outagamie 0 225 39 2013 0.9 8.8 5.4 4.3 21.0 2.747 0.955
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NELSON P SW NW 12 13N 6E Columbia 0 225 1922014 0.0 2.7 7.4 30.4 2.761 1.097
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* NELSON Q NE NW 36 24N 18E Outagamie 0 225 1992015 0.0 35.7
NELSON MINE P NW NW 13 28N 9W Chippewa 0 225 57 2015 0.0 3.7 5.0 21.5 2.627 1.113
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NESHKORO P NW SW 23 17N 11E Green Lake 0 225 1352014 0.0 2.5 7.8 30.6 2.698 1.443
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEUMAN P NE SE 28 32N 1E Taylor 0 225 1772012 0.0 0.8 4.7 20.2 2.752 0.747
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEW LONDON Q 30 22N 15E Outagamie 0 225 1342010 2.5 1.4 8.4 36.2 2.657 1.552
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEW LONDON Q 30 22N 15E Outagamie 0 225 1072013 0.5 0.9 6.6 30.6 2.715 1.125
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEW LONDON Q 30 22N 15E Outagamie 0 225 1922016 8.3 8.8 7.4 31.7 2.691 1.467
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NLC MERCER P S NW 6 42N 4E Iron 0 225 118 2011 0.0 1.4 2.6 19.7 2.736 0.801
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NLC MERCER P S NW 6 42N 4E Iron 0 225 1592016 0.0 0.5 3.7 18.2 2.734 0.963
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NLC PHILLIPS P SW SW 5 37N 1E Price 0 225 2262016 0.0 1.1 4.8 21.7 2.683 0.904
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NLC WOODRUFF P NW SE 14 40N 6E Vilas 0 225 1762013 0.0 0.1 4.0 19.6 2.719 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NOLL P NW SW 8 30N 21E Marinette 0 225 2122010 0.0 2.0 6.0 27.6 2.672 1.353
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NOLL P NW SW 8 30N 21E Marinette 0 225 85 2015 0.5 0.0 3.4 5.0 29.2 2.716 1.104
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NORROK Q NE SE 30 31N 22E Marinette 0 225 1632014 2.5 2.8 6.5 29.2 2.719 1.318
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 52 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
NORSLEIN Q SW NE 2 7N 6E Dane 0 225 41 2011 1.7 3.6 8.6 33.7 2.457 1.950
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NORSLEIN Q SW NE 2 7N 6E Dane 0 225 2062014 1.0 6.0 4.0 11.3 38.3 2.556 2.931
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NORWAY GROVE P NW SW 14 9N 9E Dane 0 225 1372012 3.1 1.6 7.5 30.3 2.643 1.903
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NOVAK ROMANOWSKI P SE NE 32 34N 9W Rusk 0 225 49 2013 0.0 1.8 3.9 18.3 2.753 1.036
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NYRENE P SW NE 23 36N 18W Polk 0 225 1362012 0.0 4.7 4.2 19.0 2.710 1.291
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
O'NEIL Q SE NW 36 24N 11W Buffalo 0 225 33 2011 0.0 7.4 11.8 42.8 2.595 2.522
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
O'NEIL Q SE NW 36 24N 11W Buffalo 0 225 49 2014 0.0 13.6 12.3 42.6 2.584 2.695
Approved Use : Base Aggregate
O'NEIL Q SE NW 36 24N 11W Buffalo 0 225 1962014 0.0 8.6 11.5 43.4 2.598 2.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
O'ROURKE Q SE SW 3 16N 1W Monroe 0 225 1032011 0.0 4.9 11.3 41.2 2.581 2.408
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
O'ROURKE Q SE SW 3 16N 1W Monroe 0 225 2162014 0.0 5.6 14.9 47.4 2.515 3.312
Approved Use : CONCRETE, OGBC, Base Aggregate
OAK PARK Q NE SW 29 7N 12E Dane 0 225 25 2011 9.8 14.7 7.8 33.9 2.605 2.535
Approved Use : Base Aggregate
OAK PARK Q NE SW 29 7N 12E Dane 0 225 47 2011 2.1 9.5 7.4 31.6 2.617 2.613
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OAK PARK Q NE SW 29 7N 12E Dane 0 225 1052014 15.7 12.7 9.4 31.9 2.639 2.582
Approved Use : Base Aggregate
* OAKLAND P NE SE 9 47N 13W Douglas 0 225 60 2011 0.0 1.4 2.4 11.8 2.835 1.159
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSEN P SW NW 35 30N 8W Chippewa 0 225 1652010 0.0 2.8 3.7 16.9 2.736 0.785
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSEN P SW NW 35 30N 8W Chippewa 0 225 37 2015 0.0 3.3 3.9 17.9 2.704 1.139
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON Q NW NW 24 48N 10W Douglas 0 225 2 2012 0.0 1.0 2.5 11.9 2.833 1.284
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 53 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
OLSON P NW SW 14 41N 9W Sawyer 0 225 73 2012 0.0 2.6 3.0 14.6 2.789 0.965
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON Q NW NW 24 48N 10W Douglas 0 225 1682012 0.0 5.1 3.4 15.3 2.802 1.473
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON P N NW 11 31N 17W St. Croix 0 225 1692013 0.0 3.2 5.9 23.2 2.726 1.433
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON Q NW NW 24 48N 10W Douglas 0 225 1982016 1.7 0.2 2.4 11.9 2.853 1.121
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
OLYNICK - BOHLS P 16 29N 5W Chippewa 0 225 1922015 0.0 2.4 5.1 20.3 2.716 1.321
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
OPELT PIT P NE NW 8 23N 2W Clark 0 225 77 2012 0.0 1.0 3.8 18.8 2.653 1.377
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* OPELT QUARRY Q NE NW 8 23N 2W Clark 0 225 80 2012 0.0 0.4 4.2 18.1 2.850 0.511
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OSCEOLA P NW SE 16 33N 18W Polk 0 225 70 2011 0.0 2.5 3.5 15.9 2.789 0.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OSCEOLA P NW SE 16 33N 18W Polk 0 225 1532011 0.0 3.4 3.7 16.3 2.775 1.045
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OSCEOLA P NW SE 16 33N 18W Polk 0 225 42 2015 0.0 3.4 5.8 18.3 2.780 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* OSTREM Q SW NW 23 13N 5W Vernon 0 225 1952011 0.0 3.5 9.7 34.2 2.673 1.849
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
P&D HONEY CREEK P NW 6 3N 19E Racine 0 225 30 2013 0.1 0.0 3.4 5.3 24.6 2.690 1.366
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAFFEL P NE NE 21 39N 12W Washburn 0 225 59 2014 0.0 2.9 3.6 16.4 2.715 0.932
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PALMER P SW 6 35N 17W Polk 0 225 16 2010 0.0 2.4 4.1 16.9 2.778 0.934
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PALMER P SW 6 35N 17W Polk 0 225 79 2016 0.0 1.6 5.9 19.5 2.718 0.905
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* PARKVIEW ROCHESTER P SW 3 3N 19E Racine 0 225 5 2011 0.0 4.6 2.9 22.6 2.722 0.973
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PATNODE Q 8 25N 14W Pepin 0 225 1092016 0.0 2.0 7.8 31.5 2.608 2.174
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 54 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
PAUL BUGAR "B" Q SE NE 26 25N 1W Clark 0 225 1232012 0.0 0.7 17.2 31.9 2.600 1.145
Approved Use : CONCRETE, OGBC, Base Aggregate
PAUL BUGAR "B" Q SE NE 26 25N 1W Clark 0 225 1782015 0.0 0.3 6.9 30.5 2.620 0.831
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PAUL BUGAR "N" Q N NE 2 27N 2E Marathon 0 225 1242012 0.0 0.8 5.3 23.8 2.574 1.053
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL BUGAR "N" Q N NE 2 27N 2E Marathon 0 225 1762015 0.0 1.2 4.5 22.0 2.573 1.159
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PAUL BUGAR "R" Q NE NW 1 27N 2E Marathon 0 225 1252012 0.0 1.2 19.1 34.7 2.565 1.195
Approved Use : CONCRETE, OGBC, Base Aggregate
PAUL BUGAR "R" Q NE NW 1 27N 2E Marathon 0 225 1772015 0.0 0.9 4.7 23.1 2.626 1.037
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PAUL'S QUARRY Q NW NW 7 13N 13E Dodge 0 225 99 2010 0.9 6.4 7.8 7.3 31.9 2.667 2.052
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL'S QUARRY Q NW NW 7 13N 13E Dodge 0 225 1022013 18.4 6.6 7.4 31.1 2.643 2.188
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL'S QUARRY Q NW NW 7 13N 13E Dodge 0 225 1032016 6.6 2.8 8.3 32.1 2.661 1.974
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PAWELKO P NW SW 18 33N 3W Taylor 0 225 1502013 0.0 2.7 5.5 20.7 2.679 1.346
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAYNE AND DOLAN / RACINE Q S 29 4N 23E Racine 0 225 43 2014 0.1 0.0 0.9 4.7 20.5 2.758 0.999
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PEDRETTI Q SW NW 27 13N 7W Vernon 0 225 119 2012 0.0 8.0 10.3 38.5 2.597 2.289
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PEDRETTI Q SW NW 27 13N 7W Vernon 0 225 51 2015 0.0 9.2 10.8 40.0 2.575 2.576
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* PELICAN PROJECT P 32 9N 2E Richland 0 225 2272011 3.1 0.0 2.3 7.3 28.6 2.539 2.162
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PEMBINE P SW NW 13 37N 20E Marinette 0 225 15 2014 0.0 0.4 4.8 20.8 2.755 0.916
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PERZINSKI P SE SE 20 23N 9E Portage 0 225 32 2014 0.0 1.5 6.7 27.3 2.681 1.145
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS - BIUNDO Q SE NW 33 30N 22E Marinette 0 225 52 2010 3.1 0.5 4.2 6.9 29.2 2.706 1.393
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 55 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
PETERS - BIUNDO Q SE NW 33 30N 22E Marinette 0 225 2132014 1.3 1.1 1.2 5.3 26.6 2.725 1.462
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 66 2010 2.4 3.5 5.1 22.8 2.743 0.800
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 96 2012 3.6 6.2 4.8 22.7 2.762 0.837
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 52 2013 0.4 4.6 3.6 4.7 21.8 2.751 0.937
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 61 2014 2.5 2.8 5.2 23.3 2.750 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 81 2015 0.7 4.2 3.9 5.6 24.9 2.731 0.995
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 39 2016 1.8 2.6 5.3 24.4 2.720 1.033
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PETERS-WUSSOW P 20 26N 18E Shawano 0 225 34 2016 0.8 0.0 13.0 10.3 37.9 2.637 2.011
Approved Use : Base Aggregate
PETERS-WUSSOW P 20 26N 18E Shawano 0 225 86 2016 0.1 0.0 5.1 6.3 29.5 2.688 1.434
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERSON P NW SE 30 32N 6E Lincoln 0 225 2632012 0.0 1.2 4.1 24.9 2.654 1.157
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERSON "CC" P S NW 32 28N 19E Oconto 0 225 1412010 0.3 1.8 0.1 5.9 29.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERSON "CC" P S NW 32 28N 19E Oconto 0 225 1022015 0.2 0.0 3.3 6.8 30.5 2.734 1.134
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* PETERSON CTH "O" Q SW SE 34 29N 6E Marathon 0 225 2672012 0.0 0.1 3.5 16.5 2.673 0.491
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERSON MARENGO P N SW 18 45N 4W Ashland 0 225 1822016 0.0 2.6 5.4 23.1 2.639 2.050
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PHELPS P SW NW 35 34N 12E Vilas 0 225 1982012 0.0 0.2 5.9 25.5 2.698 0.899
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* PHILLIPS P SW SW 5 37N 1E Price 0 225 1432011 0.0 1.4 7.0 19.9 2.695 1.279
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PHILLIPS AIRPORT P 31 38N 1E Price 0 225 2152013 0.0 1.0 4.8 21.8 2.692 0.913
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 56 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* PIJANOWSKI P SE SE 8 41N 15W Burnett 0 225 1392011 0.0 6.8 4.8 19.9 2.674 2.000
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE BROOK P N 21 38N 11W Washburn 0 225 1622010 0.0 3.0 4.8 19.4 2.761 1.111
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE BROOK P N 21 38N 11W Washburn 0 225 1742015 0.0 3.1 4.1 18.5 2.788 0.978
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PINE LAKE MATERIALS P NE 35 3N 19E Racine 0 225 28 2012 0.5 0.0 6.2 4.6 29.0 2.670 1.534
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE LAKE MATERIALS P NE 35 3N 19E Racine 0 225 117 2016 0.6 7.3 2.3 5.7 29.6 2.676 1.793
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PINE RIDGE P NW SW 8 31N 7E Lincoln 0 225 2202010 0.0 2.0 4.4 19.1 2.719 0.999
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE RIDGE P NW SW 8 31N 7E Lincoln 0 225 1682015 0.0 0.9 4.5 19.8 2.675 1.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PINE VALLEY Q NW 21 24N 2W Clark 0 225 114 2012 0.0 3.4 7.2 29.8 2.551 1.266
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE VALLEY Q NW 21 24N 2W Clark 0 225 1522015 0.0 0.8 5.9 25.6 2.608 0.498
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PLAUTZ/CROSBY P NW SW 13 23N 3W Clark 0 225 61 2012 0.0 0.5 5.5 24.4 2.633 0.875
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* PLENTY Q 16 10N 9E Columbia 0 225 1052013 3.1 3.6 3.1 10.3 41.5 2.545 2.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PLOVER P SW SW 5 22N 9E Portage 0 225 65 2012 0.0 0.4 15.9 37.0 2.663 1.151
Approved Use : CONCRETE, OGBC, Base Aggregate
POINT SPORT P NE 2 41N 7W Sawyer 0 225 1462013 0.0 1.5 4.5 19.6 2.737 1.064
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* POINTEK P SE SE 12 34N 15E Forest 0 225 2052011 0.0 1.1 12.8 23.4 2.715 0.640
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
POMMERENING P SE SW 36 36N 8E Oneida 0 225 1952013 0.0 0.4 4.1 18.4 2.721 0.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
POTAPENKO P SE SW 25 31N 5W Chippewa 0 225 1512013 0.0 1.5 7.0 21.1 2.672 1.618
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
POYNETTE Q SW SW 1 10N 9E Columbia 0 225 2232015 4.6 3.0 6.7 9.2 34.4 2.598 2.664
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 57 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
PRAGER P N SW 7 4N 19E Racine 0 225 40 2014 0.4 0.0 1.0 4.6 21.3 2.724 1.120
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRAIRIE AVE CONCRETE P SW 6 1N 13E Rock 0 225 1502012 2.7 0.0 0.6 5.6 24.8 2.695 1.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRAIRIE AVE CONCRETE P SW 6 1N 13E Rock 0 225 87 2016 0.4 2.2 0.8 8.1 39.5 2.669 1.481
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PRESCOTT Q NW NW 12 26N 20W Pierce 0 225 1602012 0.0 2.5 10.6 39.2 2.525 3.089
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRESCOTT Q NW NW 12 26N 20W Pierce 0 225 2522016 0.0 3.5 8.6 34.8 2.604 2.321
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRIBBERNOW Q E E 13 28N 2W Clark 0 225 55 2011 0.0 0.7 2.7 18.0 2.629 0.879
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRIBBERNOW Q E E 13 28N 2W Clark 0 225 64 2014 0.0 0.9 4.2 18.1 2.647 0.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRL EXCAVATING PIT P SW NE 5 15N 21E Sheboygan 0 225 1042015 1.1 0.0 3.3 5.4 27.1 2.765 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PROJECT SITE P 0 225 1032012 1.0 3.1 6.2 27.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* PROJECT SITE Q 0 225 2432013 11.4 16.5 12.3 44.2 2.609 2.617
Approved Use : Base Aggregate
* QUARRY OF PAINE Q NE NE 17 47N 13W Douglas 0 225 2172011 0.0 1.3 3.6 15.4 2.808 1.561
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
QUINN PIT P SW NE 25 31N 7W Chippewa 0 225 1212013 0.0 5.1 6.8 24.0 2.691 1.444
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R & R WASH Q SW NW 20 16N 14E Fond Du Lac 0 225 37 2011 8.4 6.1 7.5 26.4 2.702 1.687
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R & R WASH P E SW 7 16N 14E Fond Du Lac 0 225 93 2014 0.2 0.0 4.3 8.4 32.8 2.689 1.582
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R & R WASH Q SW NW 20 16N 14E Fond Du Lac 0 225 65 2016 17.7 5.0 9.2 36.9 2.628 2.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
R BOOKS Q 36 23N 11W Buffalo 0 225 2242016 0.0 10.4 13.4 45.7 2.543 3.208
Approved Use : HMA<E-3, CONCRETE, Base Aggregate
R. THOMPSON P NE 4 37N 6W Sawyer 0 225 32 2010 0.0 2.5 3.3 16.7 2.790 0.895
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 58 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
R. THOMPSON P NE 4 37N 6W Sawyer 0 225 41 2015 0.0 1.3 3.0 15.4 2.769 0.977
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RADANDT P 33 21N 23E Manitowoc 0 225 1562014 3.6 0.0 0.0 7.0 33.1 2.698 1.504
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RADANDT "Q" QUARRY Q 33 21N 23E Manitowoc 0 225 1522011 1.1 4.6 10.4 35.9 2.809 0.555
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RADANDT - SHOTO Q SE SW 20 20N 24E Manitowoc 0 225 1622013 0.0 2.1 7.7 32.4 2.805 0.467
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RADEMANN STONE Q NE SW 11 14N 17E Fond Du Lac 0 225 1762012 0.7 1.5 7.8 31.8 2.770 0.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RADEMANN STONE Q NE SW 11 14N 17E Fond Du Lac 0 225 1562015 1.2 0.4 6.9 29.4 2.778 0.615
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* RAISBECK Q SW SE 12 4N 5W Grant 0 225 30 2010 0.8 1.1 4.1 7.1 34.3 2.638 1.885
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RAISBECK Q SW SE 12 4N 5W Grant 0 225 63 2013 1.1 1.9 10.0 8.3 36.9 2.621 2.506
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RAMSEY Q NW SE 6 5N 12E Dane 0 225 1022016 12.6 16.9 11.5 40.9 2.572 3.066
Approved Use : Base Aggregate
RANDS P SE NW 16 35N 6W Rusk 0 225 68 2013 0.0 2.6 4.5 18.4 2.652 1.591
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RANDY MAHR P NE SW 23 29N 5W Chippewa 0 225 10 2015 0.0 1.8 3.7 18.0 2.749 0.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RAP (HMA DESIGN) P 0 225 1582011 0.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RASSMUSSEN Q NE SW 33 25N 7E Portage 0 225 1442012 0.0 5.6 6.3 23.8 2.705 1.299
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RATZ Q SW SW 12 20N 11W Buffalo 0 225 1342015 0.0 3.2 11.9 41.4 2.595 2.438
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
READFIELD Q NE SW 26 21N 14E Waupaca 0 225 58 2010 0.0 8.3 7.8 33.5 2.688 1.590
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
READFIELD Q NE SW 26 21N 14E Waupaca 0 225 1292013 0.0 6.3 7.7 32.6 2.685 1.674
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
READFIELD Q NE SW 26 21N 14E Waupaca 0 225 2312016 0.0 2.0 7.2 31.5 2.645 2.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 59 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 12 2010 0.0 0.0 7.2 27.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 23 2010 0.0 7.3 27.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 42 2010 0.0 0.0 6.9 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 53 2010 0.0 0.0 6.9 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 56 2010 0.0 0.0 9.1 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 61 2010 0.0 7.7 32.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 67 2010 0.0 0.0 8.9 30.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 68 2010 0.0 0.0 5.8 25.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 72 2010 0.0 8.5 31.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 73 2010 0.0 6.8 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 74 2010 0.0 0.0 8.0 32.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 87 2010 0.0 8.7 33.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 94 2010 0.0 0.0 11.0 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 95 2010 0.0 0.0 9.0 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 110 2010 0.0 0.0 5.7 24.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1232010 0.0 12.0 36.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1282010 0.0 0.0 6.6 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 60 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 1382010 0.0 0.0 8.3 31.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1442010 0.0 0.0 5.3 24.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1702010 0.0 11.5 34.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1742010 0.0 11.0 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1832010 0.0 0.0 8.7 30.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1842010 0.0 0.0 9.8 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1882010 0.0 10.8 32.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2012010 0.0 0.0 5.7 25.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 211 2010 0.0 0.0 7.5 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2192010 0.0 8.0 31.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2212010 0.0 0.0 11.0 39.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2252010 0.0 17.5 34.1
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2272010 0.0 9.3 33.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2282010 0.0 7.8 31.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2292010 0.0 6.6 29.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2302010 0.0 6.5 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2312010 0.0 7.4 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 61 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2332010 0.0 6.1 28.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2352010 0.0 0.0 8.2 30.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2372010 0.0 0.0 7.5 30.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 4 2011 0.0 8.4 31.5 2.722 0.973
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 53 2011 0.0 0.0 7.5 25.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 72 2011 0.0 0.0 9.3 31.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 84 2011 0.0 0.0 7.5 31.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 95 2011 0.0 0.0 7.8 32.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 96 2011 0.0 0.0 9.5 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 114 2011 0.0 0.0 10.5 32.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1212011 0.0 0.0 17.3 33.7
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1492011 0.0 0.0 6.4 27.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1512011 0.0 0.0 10.1 37.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1652011 0.0 8.1 30.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1662011 0.0 7.0 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1672011 0.0 7.1 29.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1732011 0.0 0.0 6.5 27.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 62 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 1752011 0.0 7.0 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1852011 0.0 8.3 31.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1882011 0.0 7.3 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1892011 0.0 6.9 29.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1962011 0.0 0.0 9.1 32.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2002011 0.0 0.0 12.1 40.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2022011 0.0 8.7 31.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2062011 0.0 14.1 42.3
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2102011 0.0 8.8 31.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2212011 0.0 0.0 8.4 32.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2242011 0.0 0.0 10.4 35.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2292011 0.0 0.0 6.0 29.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2322011 0.0 0.0 5.9 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2372011 0.0 0.0 6.7 28.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2392011 0.0 0.0 9.3 31.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2402011 0.0 0.0 12.9 35.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2422011 0.0 0.0 12.9 35.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 63 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2432011 0.0 8.1 32.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2452011 0.0 10.3 35.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 15 2012 0.0 0.0 6.3 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 44 2012 0.0 0.0 7.6 29.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 54 2012 0.0 0.0 9.1 31.9 2.296 5.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 56 2012 0.0 9.4 32.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 64 2012 0.0 0.0 5.5 28.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 81 2012 0.0 0.0 6.4 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 82 2012 0.0 9.8 35.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 92 2012 0.0 0.0 13.1 42.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1002012 0.0 0.0 6.2 26.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1062012 0.0 0.0 16.4 43.8
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1072012 0.0 0.0 13.8 38.8
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1292012 0.0 0.0 7.3 29.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1322012 0.0 10.1 35.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1342012 0.0 10.4 36.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1382012 0.0 7.7 29.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 64 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 1392012 0.0 10.2 33.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1402012 0.0 0.0 6.9 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1412012 0.0 0.0 6.1 26.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1422012 0.0 0.0 6.9 30.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1482012 0.0 0.0 10.9 36.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1542012 0.0 0.0 5.5 27.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1592012 0.0 0.0 11.1 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1612012 0.0 0.0 5.8 27.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1622012 0.0 0.0 10.1 33.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1702012 0.0 10.1 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1752012 0.0 0.0 5.2 25.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1932012 0.0 0.0 4.8 27.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1942012 0.0 0.0 5.1 24.6 2.663 0.899
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2082012 0.0 0.0 12.8 44.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2262012 0.0 8.5 33.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2312012 0.0 7.6 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2532012 0.0 0.0 6.8 29.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 65 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2622012 0.0 0.0 7.5 29.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2682012 0.0 0.0 7.5 29.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 14 2013 0.0 0.0 7.9 28.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 25 2013 0.0 0.0 5.7 26.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 32 2013 0.0 0.0 6.1 26.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 38 2013 0.0 0.0 12.2 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 46 2013 0.0 0.0 8.1 36.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 54 2013 0.0 9.8 36.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 62 2013 0.0 0.0 8.2 31.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 83 2013 0.0 0.0 7.9 29.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 85 2013 0.0 8.5 32.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 87 2013 0.0 0.0 11.0 33.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 88 2013 0.0 0.0 6.4 31.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 91 2013 0.0 0.0 8.0 32.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 113 2013 0.0 0.0 6.9 30.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 117 2013 0.0 7.6 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1252013 0.0 9.9 39.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 66 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 1302013 0.0 10.2 27.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1352013 0.0 0.0 7.0 28.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1392013 0.0 8.5 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1402013 0.0 7.5 28.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1552013 0.0 12.5 37.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1582013 0.0 8.9 35.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1602013 0.0 0.0 6.3 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1612013 0.0 0.0 7.6 31.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1632013 0.0 0.0 9.2 34.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1642013 0.0 8.8 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1742013 0.0 0.0 8.0 30.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1772013 0.0 0.0 10.4 38.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1872013 0.0 0.0 8.5 27.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1992013 0.0 0.0 9.0 31.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2052013 2.4 2.0 6.7 28.3 2.725 1.210
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2072013 0.0 12.3 39.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2092013 0.0 7.3 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 67 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2142013 0.0 8.7 32.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2232013 0.0 0.0 6.2 25.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2252013 0.0 0.0 8.4 33.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2322013 0.0 0.0 9.7 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2382013 0.0 0.0 6.2 30.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2422013 0.0 0.0 6.8 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2462013 0.0 0.0 7.0 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2472013 0.0 0.0 6.3 27.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2552013 0.0 0.0 11.7 41.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2682013 0.0 0.0 13.3 39.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 33 2014 0.0 10.0 35.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 86 2014 0.0 0.0 6.9 30.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 96 2014 0.0 0.0 10.1 38.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1072014 0.0 0.0 9.2 34.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 110 2014 0.0 0.0 9.2 34.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 112 2014 0.0 0.0 5.8 28.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 113 2014 0.0 0.0 8.0 30.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 68 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 1262014 0.0 8.3 34.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1342014 0.0 0.0 13.0 37.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1362014 0.0 10.5 38.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1372014 0.0 11.5 34.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1422014 0.0 0.0 12.4 41.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1472014 0.0 0.0 10.2 36.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1482014 0.0 0.0 9.2 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1692014 0.0 13.2 42.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1742014 0.0 14.5 42.6
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1842014 0.0 0.0 8.4 38.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1852014 0.0 0.0 8.7 34.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1862014 0.0 10.2 14.0 42.8
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2032014 0.0 0.0 10.1 31.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2272014 0.0 0.0 10.3 42.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2312014 0.0 0.0 13.8 37.7
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2382014 0.0 0.0 8.6 30.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2432014 0.0 9.9 36.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 69 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2442014 0.0 0.0 7.0 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2452014 0.0 0.0 7.6 31.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2462014 0.0 0.0 6.9 28.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2532014 0.0 0.0 7.1 37.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2542014 0.0 0.0 7.9 30.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2552014 0.0 0.0 7.4 33.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2572014 0.0 9.5 31.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2582014 0.0 0.0 -780.2 37.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2702014 0.0 0.0 7.7 39.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 9 2015 0.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 24 2015 0.0 0.0 6.6 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 72 2015 0.0 9.0 34.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 86 2015 0.0 0.0 8.3 32.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 90 2015 0.0 0.0 12.6 40.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 91 2015 0.0 8.2 40.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 96 2015 0.0 6.7 33.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 110 2015 0.0 7.2 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 70 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 113 2015 0.0 0.0 10.4 40.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 114 2015 0.0 0.0 7.6 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 115 2015 0.0 0.0 7.3 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1332015 0.0 0.0 8.9 28.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1372015 0.0 0.0 8.9 31.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1382015 0.0 0.0 6.8 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1402015 0.0 0.0 11.4 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1432015 0.0 0.0 8.3 33.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1442015 0.0 9.1 34.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1452015 0.0 0.0 8.2 35.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1502015 0.0 0.0 8.1 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1612015 0.0 8.9 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1662015 0.0 7.8 27.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1732015 0.0 0.0 9.6 38.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1952015 0.0 12.0 35.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1962015 0.0 10.7 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1982015 0.0 0.0 9.3 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 71 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2012015 0.0 0.0 10.2 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2172015 0.0 0.0 7.5 29.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2252015 0.0 0.0 9.9 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2262015 0.0 0.0 7.0 28.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2392015 0.0 9.9 38.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2432015 0.0 7.5 28.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2442015 0.0 6.7 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2462015 0.0 0.0 7.7 26.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2472015 0.0 0.0 7.9 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 59 2016 0.0 10.6 36.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 72 2016 0.0 0.0 10.7 41.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1002016 0.0 9.1 33.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1012016 0.0 8.6 33.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1052016 0.0 7.6 31.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1062016 0.0 0.0 15.3 44.2
Approved Use : CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1072016 0.0 0.0 14.4 43.0
Approved Use : CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 111 2016 0.0 0.0 8.5 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 72 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 1232016 0.0 11.2 35.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1242016 0.0 0.0 9.9 35.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1442016 0.0 0.0 9.2 33.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1452016 0.0 0.0 10.6 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1492016 0.0 0.0 7.5 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1502016 0.0 0.0 8.0 32.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1512016 0.0 0.0 7.5 29.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1522016 0.0 0.0 6.3 26.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1532016 0.0 8.7 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1582016 0.0 0.0 11.9 41.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1612016 0.0 8.8 35.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1742016 0.0 0.0 8.0 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1752016 0.0 8.5 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1772016 0.0 8.9 37.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1782016 0.0 10.3 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 1872016 0.0 11.7 38.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 1992016 0.0 0.0 9.7 31.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 73 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2002016 0.0 0.0 11.3 36.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2012016 0.0 0.0 12.4 36.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2022016 0.0 0.0 9.5 32.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2052016 0.0 0.0 9.1 29.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2202016 0.0 7.5 29.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2212016 0.0 0.0 11.1 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2222016 0.0 10.5 37.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2232016 0.0 8.7 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2362016 0.0 0.0 5.7 26.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2462016 0.0 11.9 36.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2472016 0.0 36.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2502016 0.0 0.0 7.3 31.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 2542016 0.0 9.9 37.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2552016 0.0 7.9 32.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2582016 0.0 34.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2592016 0.0 0.0 8.6 29.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2622016 0.0 0.0 11.7 35.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 74 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RECYCLED PCC Q 0 225 2632016 0.0 9.8 33.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2692016 0.0 35.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 2712016 0.0 0.0 6.9 28.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
REEDS CORNER P E NW 12 15N 14E Fond Du Lac 0 225 67 2015 0.0 3.0 7.0 30.3 2.751 1.215
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
REESE P SW SW 22 17N 21E Manitowoc 0 225 1902013 0.0 0.1 5.3 28.8 2.748 0.870
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RESCH P NW NW 1 29N 10E Marathon 0 225 2422012 0.0 6.3 10.3 33.5 2.651 0.921
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
REVELS QUARRY Q NW SE 1 16N 3W Monroe 0 225 1212014 0.2 0.0 9.2 13.9 44.2 2.523 3.227
Approved Use : CONCRETE, OGBC, Base Aggregate
RICHMOND P NW NW 15 3N 15E Walworth 0 225 75 2011 1.2 0.0 1.3 4.8 23.2 2.699 1.480
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RICHMOND P NW NW 15 3N 15E Walworth 0 225 58 2016 2.4 0.0 1.6 5.2 25.2 2.697 1.466
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RIDGESTONE Q SW SE 15 17N 13E Green Lake 0 225 2702016 0.9 2.9 1.3 9.5 37.8 2.672 1.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RILEY P NW SW 19 14N 7E Adams 0 225 2152014 0.0 1.1 5.9 25.5 2.777 1.092
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RILEY P NW SW 19 14N 7E Adams 0 225 1412015 0.0 2.8 7.5 28.9 2.819 0.969
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* RIO Q NW 12 11N 10E Columbia 0 225 19 2011 3.0 1.9 3.6 8.4 35.3 2.576 2.481
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIPP Q NW NW 16 9N 9E Dane 0 225 59 2012 4.9 4.6 10.3 36.0 2.578 2.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIPP Q NW NW 16 9N 9E Dane 0 225 99 2015 2.8 3.7 3.2 10.3 36.5 2.555 2.921
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RIVARD Q SE NE 12 30N 20W St. Croix 0 225 2382012 0.0 8.0 11.4 37.7 2.573 2.779
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVARD Q SE NE 12 30N 20W St. Croix 0 225 63 2015 0.0 10.9 12.2 39.7 2.522 3.564
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 75 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
RIVER P NW SE 9 27N 7E Marathon 0 225 2012014 0.0 1.1 3.8 18.9 2.634 1.031
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVER BEND P 22 36N 9E Oneida 0 225 1932013 0.0 0.3 13.6 28.7 2.723 0.724
Approved Use : CONCRETE, OGBC, Base Aggregate
RIVER ROAD P W 29 28N 9W Chippewa 0 225 1782011 0.0 2.3 7.5 25.9 2.666 1.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVER ROAD P NW SE 3 39N 9E Oneida 0 225 1992012 0.0 1.9 4.2 17.7 2.748 0.705
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVER ROAD P W 29 28N 9W Chippewa 0 225 59 2015 0.0 4.6 5.6 22.3 2.702 1.611
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RLAM (RIPON LIME & Q SW NW 20 16N 14E Fond Du Lac 0 225 1822014 6.6 1.4 9.1 34.4 2.685 1.871
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROBERTSON P NW SW 11 52N 17W St Louis, Mi 0 225 98 2016 0.6 0.4 2.3 13.4 2.753 1.035
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* ROCK CUT Q Winnegago 0 225 1972011 2.4 3.5 7.6 33.3 2.726 1.332
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* ROCK CUT Q 0 0 00 Marathon 0 225 66 2012 0.0 0.6 4.7 21.6 2.768 0.319
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* ROCK CUT Q Pierce 0 225 2222012 0.0 1.4 7.9 32.1 2.671 1.426
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCK CUT Q Door 0 225 2182015 2.1 0.0 2.6 7.2 31.3 2.693 1.589
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROCK CUT Q Door 0 225 2402015 0.0 3.7 7.1 31.7 2.673 1.815
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* ROCK MATERIALS P SW NW 5 4N 18E Walworth 0 225 52 2011 1.7 1.2 1.5 3.2 21.4 2.682 1.134
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCK SPRINGS Q SW 28 12N 5E Sauk 0 225 1852012 0.0 0.8 5.2 22.6 2.657 0.227
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCK SPRINGS Q SW 28 12N 5E Sauk 0 225 1272015 0.0 0.1 4.0 19.4 2.641 0.302
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROCKLAND QUARRY Q SE NE 12 22N 20E Brown 0 225 116 2014 3.3 1.9 2.0 6.1 27.0 2.707 1.541
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCKWELL LIMESTONE Q 36 20N 23E Manitowoc 0 225 1462016 0.0 2.0 12.6 41.7 2.693 1.577
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 76 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
ROCKY RUN P SW 14 37N 6E Oneida 0 225 1312013 0.0 1.5 3.9 18.2 2.728 0.757
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCKY'S P W SW 17 40N 15E Florence 0 225 1992014 3.3 5.8 22.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* ROFFERS Q NE NW 18 45N 11W Douglas 0 225 2052012 0.0 1.4 8.8 23.9 2.708 1.533
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROLLMAN P NE NW 11 35N 8E Linclon 0 225 1922013 0.0 0.6 3.6 16.9 2.736 0.684
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROMSKOG Q NE SE 18 17N 6W La Crosse 0 225 30 2011 0.0 6.5 11.8 40.9 2.566 2.728
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROMSKOG Q NE SE 18 17N 6W La Crosse 0 225 47 2014 0.0 6.2 9.0 34.7 2.621 1.938
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE Q NE NW 36 30N 8E Marathon 0 225 2132011 0.0 0.5 7.5 31.0 2.605 0.485
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE Q NE NW 36 30N 8E Marathon 0 225 31 2014 0.1 0.3 6.4 27.3 2.601 0.539
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE SPUR Q NE SE 27 90N 2E Dubuque, Ia 0 225 9 2010 0.7 2.8 10.1 40.9 2.577 2.534
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE SPUR Q NE SE 27 90N 2E Dubuque, Ia 0 225 2212015 1.9 3.5 3.4 10.5 38.6 2.585 2.533
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROSE STONE Q SE SE 30 35N 10W Barron 0 225 74 2012 0.0 0.8 9.1 35.5 2.567 0.720
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE STONE Q SE SE 30 35N 10W Barron 0 225 45 2015 0.0 0.7 9.1 41.7 2.553 0.961
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSEMEYER Q SW NW 14 3N 1W Grant 0 225 11 2010 0.1 2.0 9.3 7.5 32.4 2.652 1.838
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSEMEYER Q SW NW 14 3N 1W Grant 0 225 56 2013 0.8 8.0 4.2 6.5 29.4 2.616 2.242
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSEMEYER Q SW NW 14 3N 1W Grant 0 225 1342016 0.7 13.0 8.1 10.9 38.2 2.603 2.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROSENBAUM P SW NE 18 5N 11E Dane 0 225 2262011 2.6 0.0 5.7 8.4 34.0 2.608 2.390
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSENBAUM P SW NE 18 5N 11E Dane 0 225 91 2016 7.4 0.0 5.0 8.3 34.0 2.600 2.249
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
Page 77 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
ROXBURY Q SE SW 22 9N 7E Dane 0 225 1042013 1.9 4.5 6.0 8.2 30.3 2.554 2.904
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROXBURY Q SE SW 22 9N 7E Dane 0 225 1852016 0.1 11.2 4.7 14.5 45.5 2.564 2.950
Approved Use : CONCRETE, Base Aggregate
RUBY Q SE NW 22 30N 7E Marathon 0 225 2142011 0.0 0.4 6.5 27.8 2.602 0.510
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUBY Q SE NW 22 30N 7E Marathon 0 225 30 2014 0.2 0.5 7.5 32.5 2.577 0.732
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUDINGER Q NW 11 14N 17E Fond Du Lac 0 225 91 2012 0.5 1.1 7.0 31.1 2.749 0.918
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUDINGER Q NW 11 14N 17E Fond Du Lac 0 225 28 2015 0.4 1.9 8.0 34.1 2.730 1.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUDINGER Q NW 11 14N 17E Fond Du Lac 0 225 95 2016 1.0 1.3 5.2 25.1 2.762 0.866
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RUEF Q SW SE 11 2N 3E Lafayette 0 225 89 2011 1.4 1.9 8.5 35.5 2.541 2.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUEF Q SW SE 11 2N 3E Lafayette 0 225 1432014 1.9 3.2 2.8 9.5 34.1 2.531 2.175
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RUFER (NORTH OF 59) Q SE NE 30 2N 8E Green 0 225 1542011 7.5 11.6 8.3 33.8 2.558 3.426
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RUFER (SOUTH OF 59) Q SE NE 30 2N 8E Green 0 225 1232011 1.5 6.3 5.8 27.5 2.622 2.608
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RUFERS Q 30 2N 8E Green 0 225 211 2013 7.7 2.3 6.1 27.3 2.628 2.178
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUNDE Q NW NW 14 3N 1E Lafayette 0 225 2382016 3.5 1.1 8.3 9.6 37.2 2.526 3.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RUSH CREEK Q SE SE 3 7N 3E Iowa 0 225 90 2013 1.9 4.1 8.2 31.9 2.657 1.595
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* RYAN FARMS Q 24 1N 10E Rock 0 225 46 2012 17.8 8.1 8.4 32.8 2.593 2.941
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SACHS P E SW 2 112N 31W Dakota, Mn 0 225 24 2012 0.8 0.8 7.4 19.3 2.654 1.483
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAFFERT 795 P SW SW 1 34N 11W Barron 0 225 1352011 0.0 8.8 6.4 23.8 2.692 1.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 78 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
SAFFERT 795 P SW SW 1 34N 11W Barron 0 225 27 2016 0.0 5.3 5.7 24.0 2.662 1.554
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SALISBURY P NE 27 32N 9W Chippewa 0 225 119 2013 0.0 1.0 4.9 21.2 2.719 1.196
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SALZGERBER Q NE SW 2 7N 3W Grant 0 225 2282011 1.4 1.9 4.0 8.8 35.2 2.620 2.163
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SALZGERBER Q NE SW 2 7N 3W Grant 0 225 2 2014 2.6 1.8 7.3 8.3 34.6 2.612 2.320
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAMBS STONE P NW NW 11 30N 11E Langlade 0 225 6 2010 0.0 0.6 7.7 32.1 2.682 0.802
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAMBS STONE P NW NW 11 30N 11E Langlade 0 225 94 2015 0.0 1.6 6.2 26.7 2.675 0.884
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* SAND Q SW NW 31 31N 14W Dunn 0 225 2522012 0.0 6.8 13.1 40.1 2.600 2.269
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAND LAKE P NW NW 15 38N 9W Sawyer 0 225 78 2016 0.0 1.6 4.2 17.0 2.787 1.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* SAUNDERS Q 26 4N 8E Green 0 225 1762011 12.9 5.7 9.0 36.1 2.586 2.926
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHALLOCK P SE NE 36 36N 12E Forest 0 225 2342016 0.4 0.0 1.5 5.0 21.9 2.695 0.939
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SCHILL Q NW SW 1 23N 4E Wood 0 225 13 2011 0.0 4.0 7.7 29.3 2.559 1.070
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHILL Q NW SW 1 23N 4E Wood 0 225 22 2014 0.0 0.8 5.4 22.4 2.598 0.606
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMITT P S NE 15 40N 2E Price 0 225 2372015 0.0 2.0 5.0 21.2 2.694 1.196
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SCHMITZ Q SW 18 15N 2W Monroe 0 225 44 2014 0.0 3.3 9.7 35.3 2.630 1.862
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMOKER Q NE 20 19N 16E Winnebago 0 225 1412011 0.0 6.3 6.3 5.3 24.8 2.760 1.002
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMOKER Q NE 20 19N 16E Winnebago 0 225 24 2014 5.3 7.0 5.6 25.0 2.755 1.061
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMOKER Q NE 20 19N 16E Winnebago 0 225 47 2015 3.1 2.0 4.5 20.9 2.773 0.803
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 79 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
SCHNEIDER Q NW SE 18 4N 3W Grant 0 225 1462012 4.0 2.8 12.3 43.2 2.576 2.615
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHNEIDER Q NW SE 18 4N 3W Grant 0 225 1222015 2.2 10.4 6.7 12.8 43.4 2.598 2.571
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SCHOOL HILL P NE NW 16 17N 22E Manitowoc 0 225 1302014 0.5 0.0 1.3 6.4 27.3 2.761 0.812
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHREINER P SE 1 32N 2E Taylor 0 225 2342013 0.0 1.3 4.3 20.4 2.693 1.291
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHRICKER P NE SW 4 38N 12W Washburn 0 225 88 2014 0.0 5.7 4.1 18.9 2.680 1.527
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHUCKNECHT Q SW SW 25 9N 4E Sauk 0 225 93 2011 0.0 5.7 10.8 37.0 2.619 2.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHUCKNECHT Q SW SW 25 9N 4E Sauk 0 225 2622014 0.0 4.9 8.3 32.9 2.643 1.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHUETZ Q SE SW 26 6N 10E Dane 0 225 2392014 3.6 0.3 2.4 7.0 31.6 2.636 1.816
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHWARZENBERGER Q NW NW 5 1N 8E Green 0 225 1462015 2.4 7.6 13.7 12.8 44.9 2.541 3.654
Approved Use : Base Aggregate
SCOTT P SE 16 35N 6W Rusk 0 225 113 2012 0.0 1.1 4.2 18.9 2.679 1.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCOTT CONSTRUCTION P W NW 19 21N 22E Manitowoc 0 225 2102016 0.0 0.5 4.6 22.1 2.898 0.541 COOPERSTOWN
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SEAS BRANCH Q NE NW 15 13N 4W Vernon 0 225 1022011 0.0 4.6 10.4 36.2 2.635 2.029
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEAS BRANCH Q NE NW 15 13N 4W Vernon 0 225 2472014 0.0 1.6 8.2 33.9 2.624 1.938
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEICHTER P NE NE 29 29N 5W Chippewa 0 225 65 2013 0.0 3.7 4.4 17.9 2.707 1.481
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SETTERMANS P NE 36 39N 1W Price 0 225 1 2010 0.0 1.9 4.9 20.8 2.720 0.709
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SETTERMANS P NE 36 39N 1W Price 0 225 2302016 0.0 1.1 4.5 20.2 2.717 0.689
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SEVEN SISTERS Q 36 20N 7E Adams 0 225 1922012 0.0 1.6 5.1 20.8 2.595 0.953
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 80 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
SEVEN SISTERS Q 36 20N 7E Adams 0 225 2482016 0.9 0.7 4.6 20.7 2.631 0.591
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SEYMOUR Q SW SE 31 24N 18E Outagamie 0 225 68 2011 0.0 1.6 2.1 5.0 22.1 2.769 0.749
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEYMOUR Q SW SE 31 24N 18E Outagamie 0 225 1622014 3.4 1.8 6.1 24.2 2.749 1.062
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAKAL VALLEY P NW SW 23 29N 6W Chippewa 0 225 79 2014 0.0 5.5 10.5 23.2 2.597 2.117
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHANNON Q NW SW 32 10N 1W Richland 0 225 1652012 2.4 0.0 0.0 8.3 35.5 2.651 1.817
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHANNON Q NW SW 32 10N 1W Richland 0 225 1792016 1.0 4.2 4.9 8.4 35.3 2.625 1.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SHAVER P S NW 13 14N 20E Sheboygan 0 225 25 2015 0.2 1.2 0.5 5.2 26.0 2.748 0.943
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAWANO Q NE NW 2 26N 16E Shawano 0 225 2362010 2.7 3.3 8.5 36.0 2.680 1.634
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAWANO Q NE NW 2 26N 16E Shawano 0 225 8 2013 2.3 4.0 5.3 25.3 2.705 1.356
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAWANO Q NE NW 2 26N 16E Shawano 0 225 1642015 0.4 3.1 2.5 8.8 33.8 2.684 1.613
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SHEBOYGAN SAND & GRAVEL P SW 9 17N 22E Manitowoc 0 225 2062013 0.0 2.0 6.2 28.9 2.781 0.829
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHOCKLEY HILL Q SW NE 21 8N 3W Crawford 0 225 1012011 1.4 4.8 6.6 27.1 2.642 1.881
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHOCKLEY HILL Q SW NE 21 8N 3W Crawford 0 225 36 2014 1.0 3.4 6.9 27.8 2.630 1.870
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SILVER LAKE P SE NE 11 42N 10E Vilas 0 225 111 2014 0.0 0.6 4.3 21.4 2.707 0.696
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SIMMON Q SW NW 21 4N 4W Grant 0 225 1652014 0.1 1.6 6.0 11.3 41.3 2.553 2.904
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SIREN P NE SW 32 38N 16W Burnett 0 225 1282015 0.0 -7.4 5.1 20.2 2.703 1.347
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SIVERTSON P SW NE 26 27N 11W Dunn 0 225 1472013 0.0 8.0 8.0 27.6 2.576 1.814
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 81 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
SKILLE V P NW NE 33 40N 9W Sawyer 0 225 56 2014 0.0 3.4 6.2 21.8 2.779 1.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SLAMA Q 18 7N 6W Crawford 0 225 1202012 0.4 3.3 1.7 6.9 29.0 2.621 2.131
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SLAMA Q 18 7N 6W Crawford 0 225 2222015 1.1 1.8 2.1 8.7 33.9 2.614 2.350
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SLOBODNICK P SW SW 33 30N 2W Taylor 0 225 110 2012 0.0 1.7 5.0 22.9 2.661 1.408
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SMASAL P SE 25 39N 1W Price 0 225 2 2010 0.0 2.1 3.4 16.8 2.737 0.645
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SMASAL P SE 25 39N 1W Price 0 225 50 2015 0.0 1.7 15.5 16.6 2.724 0.993
Approved Use : CONCRETE, OGBC, Base Aggregate
* SMITH Q NW NW 13 47N 14W Douglas 0 225 62 2011 0.0 2.9 2.7 12.5 2.821 0.961
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SMITH P NE SE 20 22N 3W Jackson 0 225 1572012 0.0 4.3 6.0 21.0 2.633 1.548
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SOLON SPRINGS Q NE NW 18 45N 11W Douglas 0 225 1672016 0.0 4.6 3.8 16.7 2.807 1.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SOMERSET P NE SE 36 31N 19W St Croix 0 225 1472015 0.0 2.5 4.1 18.6 2.709 0.934
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPERBERG GRESHAM P E NE 2 27N 14E Shawano 0 225 10 2016 2.2 5.8 13.0 38.8 2.617 1.463
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPILDE P N 17 6N 11E Dane 0 225 2272015 7.8 7.4 8.5 34.4 2.631 2.211
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPRAGUE P SE NE 16 30N 19E Oconto 0 225 33 2016 1.2 0.0 7.4 8.1 31.2 2.687 1.305
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPREAD EAGLE Q NW SE 11 39N 19E Florence 0 225 1422011 0.0 0.3 3.0 11.7 2.927 0.285
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SPREAD EAGLE Q NW SE 11 39N 19E Florence 0 225 50 2016 0.0 0.3 2.9 12.4 2.895 0.294
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPRING LAKE P SE NE 10 32N 7E Lincoln 0 225 2152012 0.0 0.9 5.0 22.2 2.698 1.249
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SPRINGVALLEY Q NE NE 16 27N 15W Pierce 0 225 42 2011 0.0 10.3 7.2 30.4 2.618 1.955
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 82 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
SPRINGVALLEY Q NE NE 16 27N 15W Pierce 0 225 63 2014 0.0 0.7 6.4 30.2 2.596 2.114
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ST. AUBIN P NE NE 27 31N 7W Chippewa 0 225 71 2014 0.0 2.4 4.4 20.4 2.707 1.146
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STAFFORD / HWY 56 Q SE NE 25 12N 2W Richland 0 225 1392014 0.6 14.5 13.1 12.7 36.4 2.593 1.836
Approved Use : Base Aggregate
* STARK Q SE 35 8N 13E Jefferson 0 225 2162012 7.8 6.8 10.0 40.4 2.606 2.906
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STELTER P SW SW 5 30N 8W Chippewa 0 225 1502014 0.0 0.4 4.3 19.5 2.739 1.031
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STEVENSON Q 8 10N 9E Columbia 0 225 111 2015 1.2 2.2 13.0 45.0 2.524 3.118
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STH 92 Q NW SE 29 6N 7E Dane 0 225 2122016 1.5 25.0 28.4 12.3 46.4 2.528 3.483
STOCKHOLM Q NW NW 7 23N 15W Pepin 0 225 64 2015 0.0 4.6 9.6 32.8 2.577 2.441
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STOCKPILE #1 P NW NE 34 9N 11E Dane 0 225 2612012 5.3 0.0 2.3 6.6 29.4 2.677 1.645
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
STORR'S P E SW 25 4N 13E Rock 0 225 2132012 4.8 0.0 0.9 5.0 25.6 2.652 1.725
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STOUGHTON P E NW 10 5N 11E Dane 0 225 1582014 0.0 5.6 8.7 37.1 2.634 2.038
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STOUGHTON FARMS Q NE NW 34 5N 10E Dane 0 225 1392016 7.1 14.5 7.2 31.6 2.627 2.394
Approved Use : Base Aggregate
STRAUB P W 23 14N 18E Fond Du Lac 0 225 16 2014 0.0 0.7 5.4 25.2 2.784 0.740
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STRAW P SW NW 1 36N 14W Barron 0 225 92 2015 0.0 3.0 0.5 17.5 2.728 0.984
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STRENKE P NW NW 5 35N 15W St Croix 0 225 89 2015 0.0 2.0 3.7 17.6 2.723 1.001
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* STROETZ Q SW NW 10 26N 3E Marathon 0 225 1772010 0.0 0.7 4.2 19.5 2.604 0.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* STROETZ Q SW NW 10 26N 3E Marathon 0 225 2662013 0.0 9.9 10.3 39.7 2.549 1.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 83 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
STUCZYNSKI (DUFFEK) P NE NW 4 23N 9E Portage 0 225 2672014 0.0 2.5 7.6 26.9 2.631 1.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STUPAK Q NW NW 29 47N 14W Douglas 0 225 59 2011 0.0 7.8 2.9 13.5 2.750 1.668
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STUPAK Q NW NW 29 47N 14W Douglas 0 225 1542015 0.0 3.2 2.9 15.0 2.791 0.680
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STURGEON BAY - MM Q SE NW 21 27N 25E Door 0 225 17 2011 4.3 2.8 4.4 22.0 2.752 1.311
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STURGEON BAY - MM Q SE NW 21 27N 25E Door 0 225 6 2014 0.0 0.6 6.2 26.2 2.779 0.630
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUCHOMEL Q SW SE 3 8N 8E Dane 0 225 2372013 1.7 0.6 2.0 8.4 35.7 2.585 2.379
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUCHOMEL Q SW SE 3 8N 8E Dane 0 225 18 2016 9.3 5.8 9.9 13.2 45.4 2.509 3.342
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
SUCHOMEL PIT P SW SE 3 8N 8E Dane 0 225 1792014 3.8 0.0 1.2 8.5 32.9 2.639 1.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUGAR BAY P 2 43N 6W Bayfield 0 225 1972016 0.0 1.2 2.8 13.0 2.832 0.842
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SUMMIT LAKE Q SW 19 38N 8W Sawyer 0 225 1482015 0.0 1.0 7.1 33.7 2.557 0.963
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SUPER AGGREGATE - BURGETT P SE 1 46N 7E Mchenry, Il 0 225 88 2016 1.6 3.2 1.7 6.9 34.8 2.677 1.525 LAKES
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUPER AGGREGATE / P SW SE 28 4N 19E Racine 0 225 29 2014 0.6 0.0 4.5 6.3 29.5 2.649 1.544 WATERFORD
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUPER AGGREGATE-SUGAR P SE NW 9 3N 16E Walworth 0 225 2282014 4.7 0.0 3.8 9.6 33.9 2.681 1.274 CREEK
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SVEC Q E NW 17 26N 18W Pierce 0 225 2372012 0.0 11.3 10.9 37.1 2.612 2.429
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SVEC Q E NW 17 26N 18W Pierce 0 225 115 2016 0.0 7.8 9.9 34.2 2.609 2.499
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SWANSON P S SW 30 34N 16W Polk 0 225 28 2010 0.0 4.9 3.9 18.2 2.761 1.116
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWANSON P S SW 30 34N 16W Polk 0 225 43 2015 0.0 4.0 4.8 19.1 2.758 1.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 84 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
SWIGGUM Q SW NW 29 11N 3W Crawford 0 225 1082012 1.8 5.2 8.8 34.6 2.644 1.777
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWIGGUM Q NE NE 30 6N 3E Iowa 0 225 1452012 1.4 2.4 10.8 40.5 2.502 3.206
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWIGGUM Q NE NE 30 6N 3E Iowa 0 225 1202015 0.5 2.1 3.3 12.6 44.3 2.494 3.719
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SWIGGUM Q SW NW 29 11N 3W Crawford 0 225 2132015 1.1 1.4 9.1 35.6 2.640 1.764
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWIGGUM Q SW NW 29 11N 3W Crawford 0 225 1832016 1.4 3.9 8.9 34.4 2.661 1.650
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SZEWS P SW SW 4 28N 10E Marathon 0 225 2572016 0.0 0.4 8.2 32.3 2.669 0.741
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAGGE P NE 31 27N 26E Door 0 225 8 2012 0.8 0.0 4.2 8.0 32.7 2.717 1.407
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAMMEC PIT P SW 16 30N 18W St. Croix 0 225 73 2014 0.0 3.2 4.6 20.1 2.712 1.320
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAMMEC QUARRY Q SW 16 30N 18W St. Croix 0 225 70 2012 0.0 11.6 8.6 33.2 2.582 2.404
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAMMEC QUARRY Q SW 16 30N 18W St. Croix 0 225 72 2014 0.0 8.3 12.6 43.1 2.523 3.227
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAMMEC QUARRY Q SW 16 30N 18W St. Croix 0 225 39 2015 4.9 0.0 10.3 12.2 41.8 2.497 3.319
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAYLOR P NE NW 26 34N 20E Marinette 0 225 2602014 4.9 7.8 8.4 34.0 2.660 1.652
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAYLOR #1 P NW NW 16 36N 9E Oneida 0 225 1912013 0.0 0.2 4.9 22.8 2.725 0.786
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TENNYSON Q NW NE 36 3N 3W Grant 0 225 88 2011 3.7 3.0 8.9 35.7 2.585 2.640
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TENNYSON Q NW NE 36 3N 3W Grant 0 225 1412014 5.8 4.8 10.0 37.2 2.595 2.528
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THACKRAY P 13 15N 19E Fond Du Lac 0 225 2562014 0.0 2.7 8.1 33.5 2.747 1.000
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THEILER P NE SE 2 34N 6E Lincoln 0 225 55 2012 0.0 0.9 4.4 21.0 2.745 0.748
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 85 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
THEILER P NE SE 2 34N 6E Lincoln 0 225 74 2016 0.0 0.6 3.6 18.2 2.679 0.738
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
THIEL P NE NW 5 22N 13E Waupaca 0 225 2222011 0.0 1.3 6.0 30.7 2.716 0.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THIEL P NE NW 5 22N 13E Waupaca 0 225 2092016 0.0 1.1 5.7 27.5 2.691 0.794
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
THOMAS\RIDGE Q NW NE 33 6N 4E Iowa 0 225 2222010 2.8 2.7 2.7 12.6 43.1 2.551 3.308
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMAS\RIDGE Q NW NE 33 6N 4E Iowa 0 225 2172013 4.2 2.7 9.7 12.7 43.6 2.533 3.841
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMAS\RIDGE Q NW NE 33 6N 4E Iowa 0 225 1292016 5.6 7.4 5.3 12.3 43.2 2.560 2.859
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
THOMPSON Q SE SW 8 14N 1E Vernon 0 225 98 2011 0.0 3.0 13.3 43.7 2.574 2.204
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMPSON P 30 41N 9W Sawyer 0 225 2552012 0.0 10.6 7.7 28.2 2.699 1.462
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMPSON Q SE SW 8 14N 1E Vernon 0 225 35 2014 0.0 9.8 15.3 43.9 2.493 3.312
Approved Use : CONCRETE, OGBC, Base Aggregate
THOMPSON BARRON P S SE 35 36N 13W Barron 0 225 1302011 0.0 3.6 4.7 19.0 2.722 1.359
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMPSON BARRON P S SE 35 36N 13W Barron 0 225 80 2016 0.0 3.2 3.9 18.3 2.726 1.181
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* THONESEN Q 20 15N 1E Monroe 0 225 1802013 0.0 13.8 14.1 46.0 2.554 3.116
Approved Use : Base Aggregate
THRASHER P NW NW 8 40N 14E Forest 0 225 2282013 0.0 0.8 4.7 17.4 2.734 0.770
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THREE LAKES P SW NE 5 37N 11E Oneida 0 225 2232014 0.0 0.4 4.3 19.8 2.773 0.745
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TIMBERLANE S & G P NW SW 19 6N 14E Jefferson 0 225 83 2012 1.7 0.0 4.0 7.8 31.2 2.666 1.929
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TNT Q SW 14 6N 12E Dane 0 225 47 2012 14.4 16.4 9.4 36.5 2.567 3.184
Approved Use : Base Aggregate
TNT Q SW 14 6N 12E Dane 0 225 80 2015 15.5 9.5 8.1 34.5 2.603 2.917
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 86 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
TORDEUR Q 18 24N 22E Brown 0 225 41 2012 0.1 0.9 3.6 4.8 23.7 2.729 1.447
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORDEUR Q 18 24N 22E Brown 0 225 1 2015 0.3 1.3 2.3 5.8 27.2 2.729 1.285
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORGERSON Q SE SW 31 15N 5W La Crosse 0 225 113 2016 0.0 3.2 11.1 39.3 2.539 2.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
TORK Q NE SW 1 22N 5E Wood 0 225 9 2011 0.0 0.8 5.2 22.7 2.746 0.431
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORK Q NE SW 1 22N 5E Wood 0 225 20 2014 0.0 1.0 7.0 28.2 2.649 0.659
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWER P W NE 34 31N 20E Marinette 0 225 16 2011 0.0 2.6 5.5 26.2 2.709 1.146
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWER P W NE 34 31N 20E Marinette 0 225 53 2016 0.0 1.3 4.6 24.4 2.712 1.081
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
TOWNLINE P NE NE 1 1N 12E Rock 0 225 41 2013 1.6 0.0 2.2 4.1 21.1 2.695 1.417
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWNLINE P NE NE 1 1N 12E Rock 0 225 1882013 2.9 4.7 1.1 4.9 22.5 2.665 1.529
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWNLINE P NE NE 1 1N 12E Rock 0 225 1422016 0.7 3.5 3.1 5.3 24.9 2.646 1.575
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
TOWNSEND P SE SW 15 33N 15E Oconto 0 225 2242013 0.0 0.7 4.0 17.3 2.680 0.584
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* TRACY BROTHERS Q SW SW 16 10N 15E Dodge 0 225 2592013 6.5 3.4 6.0 29.8 2.762 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRADING POST P NE NW 22 34N 20E Marinette 0 225 2102014 0.0 0.6 3.8 20.2 2.707 1.171
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRICOR PIT P NW SE 20 9N 9E Dane 0 225 118 2014 0.0 2.9 7.3 31.6 2.654 1.744
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRIEMSTRA Q NE SW 11 13N 10E Columbia 0 225 1782010 1.9 0.3 0.5 9.2 37.2 2.589 2.594
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRIEMSTRA Q NE SW 11 13N 10E Columbia 0 225 1032013 0.1 0.6 1.2 10.9 39.8 2.608 2.062
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRIEMSTRA Q NE SW 11 13N 10E Columbia 0 225 1042016 0.9 0.5 10.5 39.6 2.599 2.187
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 87 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
TUBBS P NE SE 18 41N 12W Washburn 0 225 57 2014 0.0 7.9 5.7 22.7 2.705 1.495
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TUBE CITY IMS-CHARTER Q Ozaukee 0 225 23 2014 0.6 1.6 4.3 19.8 3.654 1.194 STEEL (SLAG)
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
TUBE CITY IMS-CHARTER Q Ozaukee 0 225 87 2015 0.0 1.3 6.4 29.3 3.619 1.658 STEEL (SLAG)
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* TURTLE LAKE P S 14 34N 15W Polk 0 225 2122011 0.0 2.4 5.0 21.6 2.770 1.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TWESME Q SW SE 34 21N 8W Trempealeau 0 225 83 2015 0.0 7.1 12.1 41.4 2.590 2.378
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TWIN PORTS P NE 3 50N 16W St. Louis,mn 0 225 1572016 0.3 0.8 3.1 8.5 2.743 1.084
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ULMEN QUARRY Q SW NE 33 23N 21E Brown 0 225 2072010 1.6 2.2 4.9 7.0 30.0 2.673 1.987
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ULMEN QUARRY Q SW NE 33 23N 21E Brown 0 225 2502013 0.4 2.9 1.3 7.4 31.3 2.693 1.595
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ULMEN QUARRY Q SW NE 33 23N 21E Brown 0 225 2072016 11.0 6.9 1.0 9.9 38.0 2.512 3.790
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
UNBERHAUN Q 34 10N 1E Richland 0 225 1442014 1.0 7.0 6.9 10.7 35.1 2.612 1.884
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UNION P NW SW 32 31N 8W Chippewa 0 225 1202013 0.0 2.2 6.0 22.8 2.676 1.341
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UNION P SW NW 36 26N 23E Door 0 225 2092015 0.1 0.0 7.1 6.0 25.2 2.710 1.378
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
UTECHT P NE NE 21 30N 18W St. Croix 0 225 29 2010 0.0 6.6 7.0 28.5 2.652 1.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UTECHT P NE NE 21 30N 18W St. Croix 0 225 62 2015 0.0 4.1 5.5 22.4 2.644 1.496
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UTICA (HALVERSON) Q SE 30 6N 12E Dane 0 225 97 2012 1.1 1.8 7.1 30.2 2.613 2.137
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UTICA (HALVERSON) Q SE 30 6N 12E Dane 0 225 2002015 10.6 9.1 10.1 38.2 2.570 3.175
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
UTLEY Q SE NW 36 15N 13E Green Lake 0 225 12 2016 0.2 0.1 4.5 18.8 2.632 0.240
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 88 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
V.M.I. P NE SW 17 31N 21E Marinette 0 225 2022012 7.5 3.9 6.0 27.1 2.775 0.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VAN ALLEN Q SE SE 15 2N 13E Rock 0 225 1 2012 0.2 2.6 10.5 10.1 38.0 2.607 2.798
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VAN ALLEN Q SE SE 15 2N 13E Rock 0 225 1092015 3.8 4.1 15.4 12.1 44.3 2.533 3.539
Approved Use : Base Aggregate
* VAN DONSEL Q SW NE 4 26N 19E Oconto 0 225 2492012 0.5 1.2 3.2 7.5 29.5 2.744 1.055
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VERMILLION P NW SW 14 35N 13W Barron 0 225 67 2014 0.0 1.6 4.6 18.5 2.710 0.942
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VEUM P NE NW 35 28N 10W Chippewa 0 225 54 2014 0.0 5.5 6.9 26.3 2.606 1.625
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VIENNA Q NE SW 34 9N 9E Dane 0 225 1022012 3.4 1.4 9.6 36.3 2.616 2.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VIENNA Q NE SW 34 9N 9E Dane 0 225 7 2015 0.7 0.7 2.0 6.8 30.1 2.610 2.310
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VINLAND Q E NW 21 19N 16E Winnebago 0 225 1392010 0.7 2.5 2.8 6.8 27.5 2.760 0.977
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VINLAND Q E NW 21 19N 16E Winnebago 0 225 1802014 2.6 3.0 6.0 25.6 2.762 1.040
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VOEGGLI Q 36 4N 7E Green 0 225 1092014 5.1 1.2 3.7 8.9 34.8 2.522 3.823
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
VOLENBERG P NW 19 6N 12E Dane 0 225 1312012 0.0 8.1 7.9 33.0 2.605 2.098
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VOLENBERG P NW 19 6N 12E Dane 0 225 17 2016 6.9 0.0 6.5 6.6 34.2 2.618 2.294
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
VOLENBERG QUARRY Q NW 19 6N 12E Dane 0 225 1972013 12.0 7.7 7.5 30.9 2.624 2.575
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VOLENBERG QUARRY Q NW 19 6N 12E Dane 0 225 16 2016 9.5 12.9 5.5 25.9 2.668 1.768
Approved Use : Base Aggregate
* VULCAN (RAWSON) Q NE NE 10 5N 21E Milwaukee 0 225 11 2012 0.4 0.3 1.8 8.6 29.0 2.519 2.568
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* VULCAN - OSHKOSH Q NE 27 18N 16E Winnebago 0 225 71 2011 3.9 4.9 5.0 22.0 2.758 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 89 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
* VULCAN - OSHKOSH Q NE 27 18N 16E Winnebago 0 225 2542012 0.0 4.6 8.7 5.0 26.3 2.744 1.028
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
VULCAN DOUSMAN P NE 1 6N 17E Waukesha 0 225 26 2013 2.8 3.6 1.4 3.9 23.5 2.680 1.277
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* VULCAN RACINE Q S 29 4N 23E Racine 0 225 1682011 0.0 9.7 6.5 25.3 2.723 1.378
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* VULCAN SUSSEX Q NW 36 8N 19E Waukesha 0 225 1862011 0.0 3.8 7.5 32.4 2.703 1.412
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WACKER Q NW 2 8N 20E Waukesha 0 225 1872011 0.5 2.0 6.5 28.4 2.729 1.212
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAGNER P S SW 20 18N 22E Manitowoc 0 225 1832014 0.5 0.0 0.7 5.8 29.1 2.776 0.708
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAGNER Q NW 17 33N 22E Marinette 0 225 2522014 0.5 1.3 6.8 29.9 2.733 1.375
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WAHL P SE NE 15 27N 19E Oconto 0 225 2092011 3.2 0.2 5.7 27.9 2.706 1.089
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALDENBERGER Q 23 17N 7W La Crosse 0 225 1552011 0.0 6.2 10.0 39.5 2.580 2.583
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALDENBERGER Q 23 17N 7W La Crosse 0 225 1382014 0.0 5.3 12.0 45.3 2.561 2.809
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALKER Q SE SE 13 8N 5W Crawford 0 225 1882012 0.6 2.2 6.4 26.9 2.630 1.465
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALKER P SE SE 23 34N 17W Polk 0 225 1672013 0.0 3.0 3.9 17.3 2.765 1.304
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALKER Q SE SE 13 8N 5W Crawford 0 225 2142015 0.8 2.5 9.6 37.5 2.585 2.475
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WAMSLEY Q NE SW 9 3N 4W Grant 0 225 31 2010 3.8 1.3 6.7 8.4 35.5 2.559 2.841
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WAMSLEY Q NE SW 9 3N 4W Grant 0 225 69 2013 2.2 7.7 5.5 10.4 39.2 2.547 3.163
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WARMKA Q NE NW 9 12N 14E Dodge 0 225 47 2010 1.5 2.1 6.2 26.1 2.755 0.885
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WARMKA Q NE NW 9 12N 14E Dodge 0 225 1242014 1.2 2.4 5.6 25.1 2.764 0.894
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 90 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
WARTGOW P NE NW 4 42N 2W Ashland 0 225 1762014 0.0 2.2 4.2 18.5 2.761 0.606
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WASCHBISCH P SE NE 22 28N 19E Oconto 0 225 2032012 2.2 2.9 8.1 34.1 2.740 1.020
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WASHINGTON ISLAND P S NW 32 34N 30E Door 0 225 71 2015 5.4 0.0 4.0 5.3 26.0 2.617 1.999
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
WASRUD P SW SW 19 24N 11E Waupaca 0 225 2172012 0.0 1.7 7.4 30.2 2.681 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WATSON Q SW SW 8 7N 8E Dane 0 225 1522012 1.5 1.4 6.9 7.5 31.1 2.605 2.321
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WATSON Q SW SW 8 7N 8E Dane 0 225 1012015 1.2 2.3 6.0 7.0 31.3 2.626 2.081
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WAUKESHA LIME & STONE P SE SE 26 7N 8E Waukesha 0 225 71 2016 1.2 4.7 2.3 4.7 23.4 2.713 1.311
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WAUKESHA LIME &STONE Q SE SE 26 7N 19E Waukesha 0 225 1562010 0.0 2.0 6.2 16.1 2.759 1.222
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUKESHA LIME &STONE Q SE SE 26 7N 19E Waukesha 0 225 29 2013 0.1 0.0 2.0 4.6 21.5 2.776 0.739
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUKESHA LIME &STONE Q SE SE 26 7N 19E Waukesha 0 225 4 2016 9.0 3.0 4.3 20.5 2.712 1.426
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WAUPUN LINCK #26 Q SE NW 36 14N 14E Fond Du Lac 0 225 1012013 2.0 0.5 6.6 28.3 2.776 0.769
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WAYNE ANDERSON Q NW NE 9 25N 18W Pierce 0 225 2302013 0.0 10.9 10.8 37.8 2.592 2.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WEBB P NW SW 1 31N 9W Chippewa 0 225 1272011 0.0 1.6 5.1 20.8 2.727 1.032
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEIKRE-JOHNSON P SE NE 18 35N 13W Barron 0 225 1702013 0.0 2.6 6.0 21.8 2.789 1.151
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEILAND Q NW SW 9 6N 8E Dane 0 225 94 2016 1.3 1.6 8.7 9.9 35.8 2.619 2.188
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* WEILER Q SE NE 30 25N 4E Wood 0 225 2252011 0.0 0.4 3.7 16.8 2.713 0.405
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEISENBERGER P N 1 28N 5E Marathon 0 225 1352010 0.0 0.1 4.2 18.7 2.843 0.530
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 91 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
WEISENBERGER P N 1 28N 5E Marathon 0 225 24 2013 0.0 0.5 4.2 18.6 2.614 1.325
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEISENBERGER P N 1 28N 5E Marathon 0 225 32 2016 0.0 0.9 4.5 19.3 2.689 1.154
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WENDERS Q 10 20N 12W Buffalo 0 225 2102012 0.0 2.7 11.9 41.2 2.616 2.231
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WENDERS Q 10 20N 12W Buffalo 0 225 1632016 0.0 11.8 13.7 40.7 2.599 2.318
Approved Use : CONCRETE, Base Aggregate
WEST BEND S & G P SW SE 8 11N 19E Washington 0 225 91 2014 0.2 0.6 1.1 5.3 24.6 2.725 1.019
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WETZEL Q NW SE 31 7N 6W Crawford 0 225 85 2010 1.0 4.2 7.2 28.5 2.618 1.897
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WETZEL Q NW SE 31 7N 6W Crawford 0 225 119 2014 1.2 4.8 7.8 30.0 2.574 2.247
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WHEELER P 26 33N 14W Barron 0 225 4 2014 0.0 5.9 6.5 22.3 2.721 1.418
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WHEELER-WHITEWATER Q NW SW 9 4N 15E Walworth 0 225 33 2012 0.9 2.8 8.9 35.3 2.578 3.225
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WHELAN P SE NE 1 1N 15E Walworth 0 225 111 2011 0.0 2.2 5.5 26.8 2.692 1.449
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WHELAN P SE NE 1 1N 15E Walworth 0 225 110 2016 0.0 2.7 5.6 26.6 2.693 1.229
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WIEDL Q NW NW 29 16N 2W Monroe 0 225 2392013 0.0 10.0 13.0 47.1 2.520 3.037
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
WIEDL Q NW NW 29 16N 2W Monroe 0 225 1952016 2.0 0.0 4.6 11.3 39.7 2.547 2.814
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WIEMEIR P SW NW 33 48N 47W Gogebic, Mi 0 225 1632010 5.2 7.5 4.0 18.9 2.733 1.997
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WIEMEIR P SW NW 33 48N 47W Gogebic, Mi 0 225 1302015 6.3 13.9 5.4 23.0 2.717 1.581
Approved Use : Base Aggregate
* WIESER Q E NE 9 25N 16W Pierce 0 225 89 2013 0.0 3.3 7.1 35.2 2.578 2.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WILLIAMS Q SE NE 19 12N 8E Columbia 0 225 38 2012 0.1 0.1 5.2 21.6 2.647 0.251
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 92 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
WILLIAMS P SW NE 33 40N 9W Sawyer 0 225 3 2014 0.0 1.9 6.7 23.7 2.757 1.109
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WILLIAMS Q SE NE 19 12N 8E Columbia 0 225 1032015 0.2 0.2 6.0 24.1 2.633 0.477
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WILSON Q SW NE 7 16N 1W Monroe 0 225 99 2011 0.0 3.2 9.1 37.3 2.610 2.319
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WILSON Q SW NE 7 16N 1W Monroe 0 225 2182014 0.0 4.2 10.0 38.9 2.617 2.201
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WIMMIE P NW 28 23N 9E Portage 0 225 65 2011 0.0 0.3 4.4 23.2 2.700 0.892
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WIMMIE P NW 28 23N 9E Portage 0 225 43 2016 0.2 0.0 0.8 5.1 24.3 2.705 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
* WINGRA (WEILAND-MARTY) Q NW SW 9 6N 8E Dane 0 225 1452010 3.6 2.3 8.8 8.3 30.6 2.626 1.974
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* WINGRA (WEILAND-MARTY) Q NW SW 9 6N 8E Dane 0 225 77 2013 2.0 1.3 4.9 9.3 35.2 2.606 2.752
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WINGRA (WEILAND-MARTY-PD) P W 9 6N 8E Dane 0 225 1532014 4.8 0.0 3.3 5.8 30.8 2.645 1.829
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WINTER C P SW NE 15 38N 8W Sawyer 0 225 58 2014 0.0 2.6 4.4 19.2 2.713 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WISSOTA RUGBY S&G P SE NE 34 10N 19E Washington 0 225 1722010 1.5 3.0 5.8 28.1 2.726 1.059
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WISSOTA RUGBY S&G P SE NE 34 10N 19E Washington 0 225 85 2014 1.2 1.2 1.4 5.1 26.4 2.740 0.789
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WITTWER P NE SE 30 44N 7W Bayfield 0 225 21 2010 0.0 5.7 4.4 18.5 2.826 0.716
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WITTWER P NE SE 30 44N 7W Bayfield 0 225 1602015 0.0 3.6 4.8 20.5 2.791 0.923
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WOLF P E 6 6N 18E Waukesha 0 225 14 2012 0.3 1.9 3.7 4.4 22.7 2.704 1.272
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WOLF RIVER P NW SW 36 31N 14E Langlade 0 225 1892016 0.4 0.0 2.1 7.7 26.8 2.635 0.870
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WOZNIAK P SW NE 1 28N 5W Chippewa 0 225 11 2015 0.0 1.8 3.6 17.8 2.658 1.169
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 93 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze % LA Wear (%) Sp. Gravity Absorp. %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
WOZNIAK Q NW SE 1 28N 5W Chippewa 0 225 2162015 0.0 5.3 5.2 21.3 2.977 0.808
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WUDI P NE NW 11 32N 1E Taylor 0 225 1802012 0.0 0.8 13.4 31.8 2.674 1.071
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
YANDA P N SW 34 21N 23E Manitowoc 0 225 1732013 0.0 2.2 7.1 29.8 2.708 1.330
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* YORDE P NE SE 16 31N 4E Lincoln 0 225 110 2011 0.0 1.3 10.5 20.9 2.648 0.959
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZANDER P NW SW 11 7N 7E Dane 0 225 2032013 4.3 4.6 7.7 8.6 34.5 2.634 2.216
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZART Q SE SE 7 6N 3W Grant 0 225 116 2012 3.5 2.4 9.1 35.0 2.647 1.930
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZART Q SE SE 7 6N 3W Grant 0 225 1262015 2.2 1.3 6.2 9.9 35.6 2.595 2.302
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ZEINERT P SE SW 3 28N 12E Shawano 0 225 1702016 0.4 0.0 0.9 8.8 34.6 2.631 1.205
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ZEMKE PIT P NE NW 16 22N 11E Waupaca 0 225 2292012 0.3 0.0 3.3 5.8 26.4 2.661 1.023
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
* ZESIGER P NE SE 4 37N 8W Sawyer 0 225 1342011 0.0 2.3 4.1 18.5 2.729 0.980
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZIOLKOWSKI P SW SE 29 27N 9`E Marathon 0 225 23 2013 0.0 1.1 5.9 26.2 2.643 0.970
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZOBEL Q 21 12N 4E Sauk 0 225 78 2011 0.0 6.5 9.9 36.1 2.628 1.962
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZOBEL Q 21 12N 4E Sauk 0 225 1882015 0.0 1.5 10.3 36.7 2.620 2.006
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ZOGG Q SW SE 27 14N 7W Vernon 0 225 2352011 0.0 8.8 11.2 40.5 2.587 2.738
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZOGG Q SW SE 27 14N 7W Vernon 0 225 2062015 0.0 6.9 11.5 39.7 2.594 2.412
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Prepared by:
Wisconsin Department of Transportation Bureau of Highway Construction Quality Management Section
Page 94 of 94 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
ADAMS
MANTHEY EAST P 26 17N 7E Adams 0 225 215 2011 0.0 0.8 8.2 32.6 2.726 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANTHEY EAST P 26 17N 7E Adams 0 225 133 2016 0.0 1.9 8.8 32.4 2.697 1.494
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RILEY P NW SW 19 14N 7E Adams 0 225 215 2014 0.0 1.1 5.9 25.5 2.777 1.092
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RILEY P NW SW 19 14N 7E Adams 0 225 141 2015 0.0 2.8 7.5 28.9 2.819 0.969
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SEVEN SISTERS Q 36 20N 7E Adams 0 225 192 2012 0.0 1.6 5.1 20.8 2.595 0.953
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEVEN SISTERS Q 36 20N 7E Adams 0 225 248 2016 0.9 0.7 4.6 20.7 2.631 0.591
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ASHLAND
HIGHBRIDGE NORTH Q S SW 16 45N 3W Ashland 0 225 132 2011 0.0 2.1 5.5 27.3 2.609 0.641
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIGHBRIDGE NORTH Q S SW 16 45N 3W Ashland 0 225 90 2014 0.0 3.1 5.6 24.0 2.604 0.774
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIGHBRIDGE SOUTH Q SE SE 28 45N 3W Ashland 0 225 131 2011 0.0 0.4 7.1 34.7 2.643 0.503
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HIGHBRIDGE SOUTH Q SE SE 28 45N 3W Ashland 0 225 77 2014 0.0 1.0 9.0 35.9 2.626 0.688
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERSON MARENGO P N SW 18 45N 4W Ashland 0 225 182 2016 0.0 2.6 5.4 23.1 2.639 2.050
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WARTGOW P NE NW 4 42N 2W Ashland 0 225 176 2014 0.0 2.2 4.2 18.5 2.761 0.606
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BARRON
AMY P SE NW 10 32N 11W Barron 0 225 245 2013 0.0 2.2 12.5 28.3 2.686 1.419
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOHL #720 P NW SE 10 32N 11W Barron 0 225 72 2012 0.0 2.1 4.0 19.2 2.685 1.017
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRUHA P SW NE 13 36N 12W Barron 0 225 20 2010 0.0 4.2 4.5 19.1 2.790 0.847
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 1 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
BARRON
BRUHA P SW NE 13 36N 12W Barron 0 225 44 2015 0.0 2.8 3.5 15.8 2.755 1.234
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BURIC P NW NW 14 33N 10W Barron 0 225 204 2016 0.0 1.2 5.6 22.0 2.730 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CUMBERLAND P NW NW 20 35N 13W Barron 0 225 88 2015 0.0 3.2 4.6 19.5 2.695 1.143
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EGSTAD P S SW 34 35N 14W Barron 0 225 224 2012 0.0 3.8 5.8 22.0 2.746 1.234
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EXENSTEDT P SW NW 17 35N 13W Barron 0 225 5 2014 0.0 4.0 7.4 23.7 2.707 1.466
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HANSON P SE 28 34N 11W Barron 0 225 89 2014 0.0 2.6 5.4 19.7 2.669 1.507
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON P SE NW 5 35N 10W Barron 0 225 45 2013 0.0 2.0 4.7 21.7 2.674 1.212
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON (CEMSTONE) P NE 28 36N 14W Barron 0 225 55 2013 0.0 2.9 3.8 17.6 2.717 1.578
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KNUTSON P SW SE 22 32N 11W Barron 0 225 128 2016 0.0 1.7 4.6 20.3 2.698 1.168
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MCCLAINE P SW NE 9 35N 13W Barron 0 225 159 2015 0.0 2.9 2.8 14.0 2.795 0.788
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MILLER P W SW 4 35N 10W Barron 0 225 186 2013 0.0 2.3 4.8 20.0 2.698 0.812
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE STONE Q SE SE 30 35N 10W Barron 0 225 74 2012 0.0 0.8 9.1 35.5 2.567 0.720
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE STONE Q SE SE 30 35N 10W Barron 0 225 45 2015 0.0 0.7 9.1 41.7 2.553 0.961
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAFFERT 795 P SW SW 1 34N 11W Barron 0 225 135 2011 0.0 8.8 6.4 23.8 2.692 1.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAFFERT 795 P SW SW 1 34N 11W Barron 0 225 27 2016 0.0 5.3 5.7 24.0 2.662 1.554
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STRAW P SW NW 1 36N 14W Barron 0 225 92 2015 0.0 3.0 0.5 17.5 2.728 0.984
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 2 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
BARRON
THOMPSON BARRON P S SE 35 36N 13W Barron 0 225 130 2011 0.0 3.6 4.7 19.0 2.722 1.359
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMPSON BARRON P S SE 35 36N 13W Barron 0 225 80 2016 0.0 3.2 3.9 18.3 2.726 1.181
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
VERMILLION P NW SW 14 35N 13W Barron 0 225 67 2014 0.0 1.6 4.6 18.5 2.710 0.942
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEIKRE-JOHNSON P SE NE 18 35N 13W Barron 0 225 170 2013 0.0 2.6 6.0 21.8 2.789 1.151
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WHEELER P 26 33N 14W Barron 0 225 4 2014 0.0 5.9 6.5 22.3 2.721 1.418
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAYFIELD
BARNES Q NW NE 21 44N 9W Bayfield 0 225 3 2012 0.0 4.2 3.3 13.9 2.796 1.862
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BARNES Q NW NE 21 44N 9W Bayfield 0 225 157 2015 0.0 7.1 3.9 15.4 2.874 0.570
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CROOKED LAKE P SW NW 36 47N 8W Bayfield 0 225 82 2014 0.0 1.4 3.5 16.7 2.771 0.895
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FROSTMAN P NW 26 47N 8W Bayfield 0 225 87 2014 0.0 2.1 4.2 18.5 2.688 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUGAR BAY P 2 43N 6W Bayfield 0 225 197 2016 0.0 1.2 2.8 13.0 2.832 0.842
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WITTWER P NE SE 30 44N 7W Bayfield 0 225 21 2010 0.0 5.7 4.4 18.5 2.826 0.716
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WITTWER P NE SE 30 44N 7W Bayfield 0 225 160 2015 0.0 3.6 4.8 20.5 2.791 0.923
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BROWN
BOULANGER SCRAYS HILL Q 22N 20E Brown 0 225 236 2014 6.3 4.3 6.5 10.0 38.7 2.633 2.542
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
D AND J Q S NW 5 22N 21E Brown 0 225 122 2016 3.0 1.4 1.2 6.3 28.9 2.703 1.717
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
D AND J SCRAYS HILL Q NW 6 22N 21E Brown 0 225 120 2016 0.1 2.9 1.3 9.1 36.3 2.702 1.721
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 3 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
BROWN
DENMARK Q E 36 22N 22E Brown 0 225 14 2011 2.5 0.8 5.1 24.6 2.798 0.577
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DENMARK Q E 36 22N 22E Brown 0 225 10 2014 0.6 0.3 5.2 25.2 2.793 0.585
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*EBBEN Q NE NE 27 23N 19E Brown 0 225 51 2010 0.3 1.5 2.8 8.0 25.4 2.773 1.007
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*EBBEN Q NE NE 27 23N 19E Brown 0 225 198 2011 0.1 14.4 17.9 8.7 30.1 2.772 1.555
Approved Use : Base Aggregate
*EBBEN Q NE NE 27 23N 19E Brown 0 225 96 2013 0.3 1.3 0.8 5.0 20.5 2.772 0.765
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*EBBEN Q NE NE 27 23N 19E Brown 0 225 119 2016 0.5 5.0 11.3 6.1 26.0 2.739 1.181
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*EBBEN LOWER LEVEL Q NE NE 27 23N 19E Brown 0 225 93 2013 1.8 1.4 5.2 22.9 2.761 0.848
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*GERSEK# 8 Q 5 24N 22E Brown 0 225 163 2011 5.0 11.6 7.4 31.1 2.686 1.912
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GLENMORE Q NE 6 22N 21E Brown 0 225 53 2012 0.3 3.6 5.6 26.2 2.746 1.096
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GLENMORE Q NE 6 22N 21E Brown 0 225 5 2015 0.1 0.4 1.2 6.5 30.3 2.730 1.294
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWRENCE Q SW SW 30 23N 20E Brown 0 225 143 2012 0.2 8.6 17.5 5.8 24.0 2.711 1.501
Approved Use : Base Aggregate
LAWRENCE Q SW SW 30 23N 20E Brown 0 225 46 2016 0.1 12.6 5.1 6.2 26.6 2.725 1.360
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 92 2013 0.0 1.1 1.3 5.0 22.0 2.775 0.757
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 155 2014 0.8 0.9 3.8 16.8 2.788 0.688
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 4 2015 0.2 0.6 4.8 2.787 0.668
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWRENCE 4TH SHELF Q SW SW 30 23N 20E Brown 0 225 47 2016 0.4 1.2 0.1 4.0 19.5 2.774 0.769
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 4 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
BROWN
*LAWRENCE BOTTOM SHELF Q SW SW 30 23N 20E Brown 0 225 22 2011 21.2 5.0 6.0 25.9 2.742 1.163
*LAWRENCE TOP SHELF Q SW SW 30 23N 20E Brown 0 225 21 2011 16.7 5.9 4.8 21.7 2.729 1.411
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCKLAND QUARRY Q SE NE 12 22N 20E Brown 0 225 116 2014 3.3 1.9 2.0 6.1 27.0 2.707 1.541
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORDEUR Q 18 24N 22E Brown 0 225 41 2012 0.1 0.9 3.6 4.8 23.7 2.729 1.447
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORDEUR Q 18 24N 22E Brown 0 225 1 2015 0.3 1.3 2.3 5.8 27.2 2.729 1.285
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ULMEN QUARRY Q SW NE 33 23N 21E Brown 0 225 207 2010 1.6 2.2 4.9 7.0 30.0 2.673 1.987
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ULMEN QUARRY Q SW NE 33 23N 21E Brown 0 225 250 2013 0.4 2.9 1.3 7.4 31.3 2.693 1.595
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ULMEN QUARRY Q SW NE 33 23N 21E Brown 0 225 207 2016 11.0 6.9 1.0 9.9 38.0 2.512 3.790
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
BUFFALO
BECKER Q NW SW 1 20N 12W Buffalo 0 225 132 2010 0.0 2.7 13.8 46.8 2.507 3.194
Approved Use : CONCRETE, OGBC, Base Aggregate
BECKER Q NW SW 1 20N 12W Buffalo 0 225 261 2016 0.0 6.6 12.3 44.5 2.534 2.863
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BORK Q NW NE 30 19N 10W Buffalo 0 225 211 2012 0.0 1.2 8.5 31.4 2.628 1.885
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BORK Q NW NE 30 19N 10W Buffalo 0 225 253 2016 0.0 5.3 8.8 32.6 2.627 1.932
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BRAGGER Q W NW 13 22N 10W Buffalo 0 225 188 2014 1.5 0.0 3.8 9.9 40.0 2.564 2.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROMMER Q SW NE 30 23N 12W Buffalo 0 225 19 2010 0.0 5.0 11.1 39.4 2.564 2.728
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROMMER Q SW NE 30 23N 12W Buffalo 0 225 203 2016 0.0 4.8 8.8 34.7 2.568 2.681
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FELTES Q NE SE 6 20N 10W Buffalo 0 225 135 2015 0.0 2.3 10.9 38.7 2.613 2.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 5 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
BUFFALO
HUBER Q SE SE 4 22N 12W Buffalo 0 225 165 2016 0.0 11.6 13.0 41.2 2.562 2.833
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 27 2011 0.0 14.9 12.8 42.7 2.583 2.658
Approved Use : Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 51 2014 0.0 12.3 10.4 39.6 2.574 2.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 151 2014 0.0 8.3 10.4 39.6 2.574 2.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSOLEK Q NW SE 36 23N 10W Buffalo 0 225 213 2016 0.0 3.5 8.1 33.4 2.572 2.694
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MILESTONE MONDOVI (763) Q N SE 28 24N 11W Buffalo 0 225 107 2011 0.0 5.5 9.4 39.8 2.586 2.578
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE MONDOVI (763) Q N SE 28 24N 11W Buffalo 0 225 74 2014 0.0 2.4 10.5 42.2 2.591 2.547
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
O'NEIL Q SE NW 36 24N 11W Buffalo 0 225 33 2011 0.0 7.4 11.8 42.8 2.595 2.522
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
O'NEIL Q SE NW 36 24N 11W Buffalo 0 225 49 2014 0.0 13.6 12.3 42.6 2.584 2.695
Approved Use : Base Aggregate
O'NEIL Q SE NW 36 24N 11W Buffalo 0 225 196 2014 0.0 8.6 11.5 43.4 2.598 2.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R BOOKS Q 36 23N 11W Buffalo 0 225 224 2016 0.0 10.4 13.4 45.7 2.543 3.208
Approved Use : HMA<E-3, CONCRETE, Base Aggregate
RATZ Q SW SW 12 20N 11W Buffalo 0 225 134 2015 0.0 3.2 11.9 41.4 2.595 2.438
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WENDERS Q 10 20N 12W Buffalo 0 225 210 2012 0.0 2.7 11.9 41.2 2.616 2.231
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WENDERS Q 10 20N 12W Buffalo 0 225 163 2016 0.0 11.8 13.7 40.7 2.599 2.318
Approved Use : CONCRETE, Base Aggregate
BURNETT
*HOPKINS P SW 32 38N 16W Burnett 0 225 233 2011 0.0 3.2 5.5 20.8 2.697 1.642
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON 210 P E SW 21 39N 17W Burnett 0 225 138 2011 0.0 5.4 3.5 15.5 2.753 1.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 6 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
BURNETT
JOHNSON 210 P E SW 21 39N 17W Burnett 0 225 26 2016 0.0 6.6 3.8 16.9 2.739 1.148
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*PIJANOWSKI P SE SE 8 41N 15W Burnett 0 225 139 2011 0.0 6.8 4.8 19.9 2.674 2.000
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SIREN P NE SW 32 38N 16W Burnett 0 225 128 2015 0.0 -7.4 5.1 20.2 2.703 1.347
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CALUMET
*BROWN Q S SW 32 20N 19E Calumet 0 225 143 2010 1.1 0.5 1.9 7.0 29.5 2.752 0.966
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*BROWN Q S SW 32 20N 19E Calumet 0 225 133 2013 1.4 0.7 2.0 6.3 27.0 2.746 1.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAYTON Q SW 28 18N 20E Calumet 0 225 206 2016 0.0 1.7 9.5 39.8 2.727 1.092
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*J & E SHERWOOD Q 30 20N 19E Calumet 0 225 184 2012 0.0 7.2 6.3 24.2 2.752 1.280
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*J & E STOCKBRIDGE (LOT 96) Q 19N 18E Calumet 0 225 13 2013 2.0 0.9 4.3 8.6 36.4 2.759 0.970
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KREPLINE Q NE NE 34 19N 19E Calumet 0 225 191 2016 0.0 2.8 8.3 35.1 2.689 1.415
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*LISOWE Q NE NE 34 18N 19E Calumet 0 225 261 2013 0.0 1.0 12.9 47.5 2.651 1.991
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - BRILLION Q SW 24 20N 20E Calumet 0 225 89 2012 0.6 0.0 2.4 10.2 40.1 2.618 2.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - BRILLION Q SW 24 20N 20E Calumet 0 225 22 2015 0.4 0.0 2.6 9.8 39.9 2.627 2.009
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS BROWN Q S SW 32 20N 19E Calumet 0 225 165 2013 1.4 0.7 2.0 6.3 27.0 2.746 1.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS BROWN Q S SW 32 20N 19E Calumet 0 225 7 2016 0.1 0.0 1.4 6.0 26.8 2.767 0.787
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CHIPPEWA
AMERICAN MATERIALS (PIT P NE NW 30N 8W Chippewa 0 225 149 2012 0.0 2.2 3.8 17.3 2.761 1.039 #52)
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 7 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
CHIPPEWA
*CITY P NW NW 13 28N 9W Chippewa 0 225 126 2011 0.0 1.5 4.6 20.3 2.651 1.082
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAAS 124 P SE SE 6 30N 8W Chippewa 0 225 55 2014 0.0 3.0 3.9 17.8 2.712 1.208
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALFMAN P NW SW 6 30N 8W Chippewa 0 225 69 2011 0.0 0.7 3.6 18.0 2.703 1.141
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALFMAN P NW SW 6 30N 8W Chippewa 0 225 58 2015 0.0 0.8 4.0 18.4 2.699 1.773
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HILGER P 8 30N 8W Chippewa 0 225 70 2014 0.0 2.2 4.2 19.7 2.724 1.100
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JENNEMAN P NE 6 30N 8W Chippewa 0 225 75 2014 0.0 1.2 4.5 19.7 2.722 0.935
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIPPENHAN P NW SW 2 28N 10W Chippewa 0 225 66 2013 0.0 4.8 6.7 25.8 2.639 2.127
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAGESSE P SE SE 7 30N 8W Chippewa 0 225 228 2015 0.0 0.7 4.5 20.3 2.739 0.799
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LANE P SW NW 2 28N 10W Chippewa 0 225 118 2013 0.0 11.3 4.6 22.7 2.587 2.278
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWIN P NE 18 30N 8W Chippewa 0 225 45 2011 0.0 3.2 4.4 18.8 2.684 1.226
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWIN P NE 18 30N 8W Chippewa 0 225 12 2015 0.0 2.1 3.9 19.0 2.690 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAHR P SW SW 26 29N 5W Chippewa 0 225 117 2010 0.0 1.9 3.6 16.7 2.740 0.722
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAHR P SW SW 26 29N 5W Chippewa 0 225 56 2015 0.0 3.2 3.8 18.3 2.733 0.923
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOATS P SW NE 15 29N 7W Chippewa 0 225 64 2013 0.0 0.4 4.3 19.7 2.696 1.703
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NELSON MINE P NW NW 13 28N 9W Chippewa 0 225 57 2015 0.0 3.7 5.0 21.5 2.627 1.113
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSEN P SW NW 35 30N 8W Chippewa 0 225 165 2010 0.0 2.8 3.7 16.9 2.736 0.785
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 8 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
CHIPPEWA
OLSEN P SW NW 35 30N 8W Chippewa 0 225 37 2015 0.0 3.3 3.9 17.9 2.704 1.139
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLYNICK - BOHLS P 16 29N 5W Chippewa 0 225 192 2015 0.0 2.4 5.1 20.3 2.716 1.321
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
POTAPENKO P SE SW 25 31N 5W Chippewa 0 225 151 2013 0.0 1.5 7.0 21.1 2.672 1.618
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
QUINN PIT P SW NE 25 31N 7W Chippewa 0 225 121 2013 0.0 5.1 6.8 24.0 2.691 1.444
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RANDY MAHR P NE SW 23 29N 5W Chippewa 0 225 10 2015 0.0 1.8 3.7 18.0 2.749 0.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVER ROAD P W 29 28N 9W Chippewa 0 225 178 2011 0.0 2.3 7.5 25.9 2.666 1.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVER ROAD P W 29 28N 9W Chippewa 0 225 59 2015 0.0 4.6 5.6 22.3 2.702 1.611
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SALISBURY P NE 27 32N 9W Chippewa 0 225 119 2013 0.0 1.0 4.9 21.2 2.719 1.196
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEICHTER P NE NE 29 29N 5W Chippewa 0 225 65 2013 0.0 3.7 4.4 17.9 2.707 1.481
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAKAL VALLEY P NW SW 23 29N 6W Chippewa 0 225 79 2014 0.0 5.5 10.5 23.2 2.597 2.117
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ST. AUBIN P NE NE 27 31N 7W Chippewa 0 225 71 2014 0.0 2.4 4.4 20.4 2.707 1.146
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STELTER P SW SW 5 30N 8W Chippewa 0 225 150 2014 0.0 0.4 4.3 19.5 2.739 1.031
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UNION P NW SW 32 31N 8W Chippewa 0 225 120 2013 0.0 2.2 6.0 22.8 2.676 1.341
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VEUM P NE NW 35 28N 10W Chippewa 0 225 54 2014 0.0 5.5 6.9 26.3 2.606 1.625
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WEBB P NW SW 1 31N 9W Chippewa 0 225 127 2011 0.0 1.6 5.1 20.8 2.727 1.032
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WOZNIAK P SW NE 1 28N 5W Chippewa 0 225 11 2015 0.0 1.8 3.6 17.8 2.658 1.169
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 9 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
CHIPPEWA
WOZNIAK Q NW SE 1 28N 5W Chippewa 0 225 216 2015 0.0 5.3 5.2 21.3 2.977 0.808
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARK
EARL'S Q NE NE 10 28N 4W Clark 0 225 116 2016 0.0 2.3 5.4 22.3 2.819 0.495
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GAY P SE SE 5 28N 2W Clark 0 225 118 2010 0.0 0.9 4.9 19.3 2.656 1.193
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GAY P SE SE 5 28N 2W Clark 0 225 136 2015 0.0 1.4 4.1 19.4 2.670 1.050
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ISENBERGER Q SW NW 6 28N 4W Clark 0 225 265 2016 0.0 1.0 4.3 18.6 3.015 0.342
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LONGBRANCH Q N SW 34 29N 4W Clark 0 225 78 2012 0.0 0.4 3.3 15.3 2.748 0.640
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LONGBRANCH Q N SW 34 29N 4W Clark 0 225 75 2015 0.0 0.9 3.2 14.3 2.720 0.731
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATHISON Q SE NE 15 28N 4W Clark 0 225 79 2012 0.0 1.5 4.9 19.5 2.859 0.743
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATHISON Q SE NE 15 28N 4W Clark 0 225 14 2015 0.0 1.4 4.4 19.1 2.870 0.511
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MERRILLAN-734 Q NW SW 13 23N 3W Clark 0 225 94 2013 0.0 2.0 3.6 16.8 2.730 0.811
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MERRILLAN-734 Q NW SW 13 23N 3W Clark 0 225 203 2015 0.0 0.5 2.5 15.8 2.635 0.435
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILAS P SE NW 3 29N 3W Clark 0 225 67 2013 0.0 1.1 4.0 18.8 2.676 1.427
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NAEDLER Q SE NE 35 25N 1W Clark 0 225 56 2011 0.0 1.1 6.0 25.9 2.623 0.596
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NAEDLER Q SE NE 35 25N 1W Clark 0 225 53 2014 0.0 2.0 6.6 26.8 2.611 0.887
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OPELT PIT P NE NW 8 23N 2W Clark 0 225 77 2012 0.0 1.0 3.8 18.8 2.653 1.377
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*OPELT QUARRY Q NE NW 8 23N 2W Clark 0 225 80 2012 0.0 0.4 4.2 18.1 2.850 0.511
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 10 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
CLARK
PAUL BUGAR "B" Q SE NE 26 25N 1W Clark 0 225 123 2012 0.0 0.7 17.2 31.9 2.600 1.145
Approved Use : CONCRETE, OGBC, Base Aggregate
PAUL BUGAR "B" Q SE NE 26 25N 1W Clark 0 225 178 2015 0.0 0.3 6.9 30.5 2.620 0.831
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PINE VALLEY Q NW 21 24N 2W Clark 0 225 114 2012 0.0 3.4 7.2 29.8 2.551 1.266
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE VALLEY Q NW 21 24N 2W Clark 0 225 152 2015 0.0 0.8 5.9 25.6 2.608 0.498
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PLAUTZ/CROSBY P NW SW 13 23N 3W Clark 0 225 61 2012 0.0 0.5 5.5 24.4 2.633 0.875
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRIBBERNOW Q E E 13 28N 2W Clark 0 225 55 2011 0.0 0.7 2.7 18.0 2.629 0.879
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRIBBERNOW Q E E 13 28N 2W Clark 0 225 64 2014 0.0 0.9 4.2 18.1 2.647 0.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
COLUMBIA
ARLINGTON P 23 10N 9E Columbia 0 225 98 2012 2.6 0.0 2.2 5.7 26.7 2.664 1.805
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BALLWEG Q SE 25 10N 7E Columbia 0 225 114 2010 1.0 9.4 12.5 38.1 2.450 3.695
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BALLWEG Q SE 25 10N 7E Columbia 0 225 76 2013 0.9 1.4 2.0 12.3 34.6 2.585 2.625
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BALLWEG Q SE 25 10N 7E Columbia 0 225 63 2016 0.8 1.1 1.0 7.2 30.7 2.590 2.547
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BECKER P SW 34 13N 10E Columbia 0 225 151 2010 0.8 0.0 3.6 5.6 25.2 2.711 1.397
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BECKER P SW 34 13N 10E Columbia 0 225 42 2016 0.0 2.0 6.8 29.1 2.658 1.856
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BLAU (LYCON) P NE NW 2 11N 8E Columbia 0 225 19 2012 1.6 0.0 3.6 7.0 33.2 2.671 1.530
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROWN P NW SW 18 12N 10E Columbia 0 225 130 2012 3.8 2.4 6.5 30.0 2.686 1.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ERVIN STIEMKE Q NW SW 18 10N 10E Columbia 0 225 83 2011 0.8 2.5 9.7 39.2 2.583 1.947
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 11 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
COLUMBIA
ERVIN STIEMKE Q NW SW 18 10N 10E Columbia 0 225 207 2014 1.0 0.6 0.8 7.5 32.8 2.562 2.563
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAHN Q NW SE 11 12N 11E Columbia 0 225 197 2014 6.7 7.2 13.0 38.8 2.527 3.317
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOHL Q NW NW 20 12N 8E Columbia 0 225 46 2011 0.5 1.2 13.3 37.6 2.560 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOHL Q NW NW 20 12N 8E Columbia 0 225 84 2014 0.4 1.0 10.3 32.5 2.512 1.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JENKINS Q 11 13N 10E Columbia 0 225 1 2011 0.9 3.7 9.2 37.1 2.601 2.324
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JENKINS Q 11 13N 10E Columbia 0 225 225 2014 0.8 3.0 10.5 39.5 2.578 2.502
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #28 Q NW NW 32 11N 12E Columbia 0 225 106 2014 2.0 2.4 3.4 12.0 40.6 2.603 2.318
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINK #27 - (WESTPHAL #3) Q SW SW 24 10N 12E Columbia 0 225 4 2012 3.6 11.1 13.3 15.4 49.2 2.523 4.121
Approved Use : Base Aggregate
LINK #27 - (WESTPHAL #3) Q SW SW 24 10N 12E Columbia 0 225 77 2015 0.3 1.4 3.6 5.6 22.9 2.622 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS COLUMBUS Q 11 10N 12E Columbia 0 225 152 2010 5.1 7.9 8.8 36.1 2.610 2.210
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS COLUMBUS Q 11 10N 12E Columbia 0 225 125 2014 7.0 10.1 9.3 37.0 2.566 2.675
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NELSON P SW NW 12 13N 6E Columbia 0 225 192 2014 0.0 2.7 7.4 30.4 2.761 1.097
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*PLENTY Q 16 10N 9E Columbia 0 225 105 2013 3.1 3.6 3.1 10.3 41.5 2.545 2.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
POYNETTE Q SW SW 1 10N 9E Columbia 0 225 223 2015 4.6 3.0 6.7 9.2 34.4 2.598 2.664
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*RIO Q NW 12 11N 10E Columbia 0 225 19 2011 3.0 1.9 3.6 8.4 35.3 2.576 2.481
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STEVENSON Q 8 10N 9E Columbia 0 225 111 2015 1.2 2.2 13.0 45.0 2.524 3.118
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 12 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
COLUMBIA
TRIEMSTRA Q NE SW 11 13N 10E Columbia 0 225 178 2010 1.9 0.3 0.5 9.2 37.2 2.589 2.594
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRIEMSTRA Q NE SW 11 13N 10E Columbia 0 225 103 2013 0.1 0.6 1.2 10.9 39.8 2.608 2.062
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRIEMSTRA Q NE SW 11 13N 10E Columbia 0 225 104 2016 0.9 0.5 10.5 39.6 2.599 2.187
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WILLIAMS Q SE NE 19 12N 8E Columbia 0 225 38 2012 0.1 0.1 5.2 21.6 2.647 0.251
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WILLIAMS Q SE NE 19 12N 8E Columbia 0 225 103 2015 0.2 0.2 6.0 24.1 2.633 0.477
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CRAWFORD
BENECKER Q 5 6N 6W Crawford 0 225 1 2014 10.9 3.2 10.3 16.7 49.4 2.511 3.275
Approved Use : OGBC, Base Aggregate
DOSKOCIL Q Crawford 0 225 191 2010 1.0 3.1 8.0 30.6 2.629 2.024
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOSKOCIL Q Crawford 0 225 194 2014 0.7 4.3 11.1 39.6 2.577 2.513
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FAIRVIEW QUARRY Q SW NE 2 10N 5W Crawford 0 225 120 2014 1.0 3.5 9.2 33.7 2.646 1.746
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAGGERTY Q SW SW 10 9N 3W Crawford 0 225 100 2011 2.3 6.1 8.2 32.9 2.626 2.021
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAGGERTY Q SW SW 10 9N 3W Crawford 0 225 212 2015 2.6 3.4 8.2 33.6 2.625 2.011
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHOCKLEY HILL Q SW NE 21 8N 3W Crawford 0 225 101 2011 1.4 4.8 6.6 27.1 2.642 1.881
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHOCKLEY HILL Q SW NE 21 8N 3W Crawford 0 225 36 2014 1.0 3.4 6.9 27.8 2.630 1.870
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SLAMA Q 18 7N 6W Crawford 0 225 120 2012 0.4 3.3 1.7 6.9 29.0 2.621 2.131
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SLAMA Q 18 7N 6W Crawford 0 225 222 2015 1.1 1.8 2.1 8.7 33.9 2.614 2.350
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SWIGGUM Q SW NW 29 11N 3W Crawford 0 225 108 2012 1.8 5.2 8.8 34.6 2.644 1.777
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 13 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
CRAWFORD
SWIGGUM Q SW NW 29 11N 3W Crawford 0 225 213 2015 1.1 1.4 9.1 35.6 2.640 1.764
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWIGGUM Q SW NW 29 11N 3W Crawford 0 225 183 2016 1.4 3.9 8.9 34.4 2.661 1.650
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WALKER Q SE SE 13 8N 5W Crawford 0 225 188 2012 0.6 2.2 6.4 26.9 2.630 1.465
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALKER Q SE SE 13 8N 5W Crawford 0 225 214 2015 0.8 2.5 9.6 37.5 2.585 2.475
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WETZEL Q NW SE 31 7N 6W Crawford 0 225 85 2010 1.0 4.2 7.2 28.5 2.618 1.897
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WETZEL Q NW SE 31 7N 6W Crawford 0 225 119 2014 1.2 4.8 7.8 30.0 2.574 2.247
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DAKOTA, MN
SACHS P E SW 2 112N 31W Dakota, Mn 0 225 24 2012 0.8 0.8 7.4 19.3 2.654 1.483
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DANE
*BJOIN / STOUGHTON Q SE SW 26 6N 10E Dane 0 225 195 2012 0.9 1.2 3.4 7.5 30.2 2.628 2.200
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*BONG Q SW SE 11 8N 9E Dane 0 225 247 2012 1.3 0.8 6.5 9.1 34.4 2.581 2.847
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BREUNIG P NE NW 7 9N 7E Dane 0 225 20 2012 1.5 0.0 1.5 7.7 32.4 2.674 1.747
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRUNNER Q NE NE 13 9N 10E Dane 0 225 254 2013 1.8 0.8 4.9 6.7 28.4 2.649 2.123
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRUNNER Q NE NE 13 9N 10E Dane 0 225 97 2016 1.1 2.6 8.9 6.5 29.4 2.640 2.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BUCKEYE Q SW NE 14 7N 10E Dane 0 225 27 2012 1.5 1.8 7.0 29.5 2.611 2.512
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCKEYE Q SW NE 14 7N 10E Dane 0 225 74 2015 6.1 4.4 9.7 38.9 2.563 2.824
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAMEL HILL Q W 24 7N 7E Dane 0 225 55 2015 26.6 18.4 8.0 35.2 2.550 3.338
Page 14 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DANE
CAMEL HILL Q W 24 7N 7E Dane 0 225 83 2016 10.7 13.2 8.4 37.9 2.579 2.834
Approved Use : Base Aggregate
CAPITOL SAND & GRAVEL P 11 7N 7E Dane 0 225 39 2012 9.6 0.0 1.9 9.0 33.8 2.588 2.118
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
CAPITOL SAND & GRAVEL P 11 7N 7E Dane 0 225 271 2012 4.4 0.0 1.9 9.0 33.8 2.588 2.118
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*CENTER ROAD Q SE NE 28 5N 10E Dane 0 225 125 2011 12.9 11.3 8.6 34.4 2.586 3.150
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FESS Q SW NW 26 8N 10E Dane 0 225 115 2013 2.0 6.1 3.8 9.3 35.5 2.576 2.509
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FESS Q SW NW 26 8N 10E Dane 0 225 151 2015 0.7 3.1 3.6 10.3 36.9 2.600 2.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*FINK (WINGRA) Q NW NW 14 6N 6E Dane 0 225 196 2012 1.2 1.2 4.3 12.1 42.7 2.574 2.929
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FINK (YAHARA) Q SE NW 14 6N 6E Dane 0 225 269 2012 13.3 6.8 12.1 41.4 2.554 3.154
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FINK (YAHARA) Q SE NW 14 6N 6E Dane 0 225 98 2015 8.2 4.0 10.4 38.4 2.563 2.807
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*GASTON Q NE SW 4 7N 11E Dane 0 225 84 2012 1.9 3.5 10.2 40.2 2.586 3.051
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*HAMMERSLY #2 Q SW NE 18 6N 9E Dane 0 225 120 2010 8.3 8.8 9.9 37.8 2.573 2.853
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*HAMMERSLY #2 Q SW NE 18 6N 9E Dane 0 225 240 2013 12.5 6.6 7.6 32.9 2.620 2.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HANLEY Q NW NE 34 9N 11E Dane 0 225 246 2012 3.2 6.1 6.4 27.3 2.642 2.290
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HANLEY Q NW NE 34 9N 11E Dane 0 225 171 2015 5.8 2.8 6.2 27.0 2.644 2.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 239 2012 7.7 8.0 8.0 34.6 2.595 2.685
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 8 2015 21.1 10.1 6.0 28.1 2.614 2.509
Page 15 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DANE
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 181 2015 16.0 7.4 6.4 30.3 2.608 2.892
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HARVEST HAVEN / O'BRIAN Q SE 7 6N 9E Dane 0 225 256 2016 0.5 15.9 9.8 7.2 32.5 2.596 2.711
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HELLICKSON P SE NW 34 7N 11E Dane 0 225 117 2012 2.5 0.0 6.7 8.0 32.3 2.621 1.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*HERFEL P S SE 28 6N 8E Dane 0 225 6 2011 3.9 2.0 7.2 32.4 2.620 1.922
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HERFEL / KLAHN BLEND P W E 7 6N 9E Dane 0 225 151 2012 2.3 2.6 7.0 30.5 2.624 1.858
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HWY 51 Q SW NE 17 8N 10E Dane 0 225 73 2015 0.8 1.6 2.7 7.9 32.6 2.609 2.187
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KAMPMEIER Q SW SW 26 7N 10E Dane 0 225 99 2012 2.0 8.4 8.0 11.5 40.6 2.523 3.264
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KAMPMEIER Q SW SW 26 7N 10E Dane 0 225 119 2015 7.0 16.1 17.1 12.4 44.0 2.493 3.926
Approved Use : Base Aggregate
KELLY Q SW SW 14 6N 7E Dane 0 225 24 2010 15.2 12.3 13.3 45.0 2.534 3.911
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KELLY Q SW SW 14 6N 7E Dane 0 225 208 2013 5.8 3.2 6.0 27.7 2.623 2.272
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KELLY Q SW SW 14 6N 7E Dane 0 225 125 2016 0.2 15.7 7.7 9.7 36.0 2.582 2.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KIPPLEY Q NW NE 11 8N 9E Dane 0 225 26 2012 1.5 2.1 8.5 35.2 2.597 2.329
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIPPLEY Q NW NE 11 8N 9E Dane 0 225 186 2016 1.0 2.8 1.4 10.0 37.1 2.548 2.798
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KLAHN P NW SE 36 5N 9E Dane 0 225 3 2013 3.0 2.1 6.5 29.6 2.626 2.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KREUGER Q SW SW 3 6N 11E Dane 0 225 51 2011 2.1 8.5 7.0 31.0 2.622 2.465
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KREUGER Q SW SW 3 6N 11E Dane 0 225 194 2015 24.6 6.9 6.0 30.0 2.641 2.220
Page 16 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DANE
KREUGER Q SW SW 3 6N 11E Dane 0 225 224 2015 9.1 11.1 7.1 31.7 2.641 2.300
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*LYMAN ANDERSON Q SW 13 5N 9E Dane 0 225 240 2012 14.5 10.9 10.3 40.1 2.538 3.390
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*LYMAN ANDERSON Q SW 13 5N 9E Dane 0 225 6 2015 0.3 32.9 19.2 9.4 39.4 2.543 3.465
*LYMAN ANDERSON Q SW 13 5N 9E Dane 0 225 20 2016 18.6 21.3 8.8 37.2 2.572 3.075
MADISON SAND AND GRAVEL P NW SE 22 9N 9E Dane 0 225 256 2012 2.8 0.0 2.0 6.1 30.3 2.662 1.664
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MADISON STONE # 1 Q SW NE 17 8N 10E Dane 0 225 25 2012 2.5 0.9 10.1 37.7 2.601 2.238
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAIER P SE SE 20 9N 9E Dane 0 225 202 2013 4.1 3.0 3.8 5.8 30.2 2.684 1.730
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MANDT PIT P NW SE 25 6N 9E Dane 0 225 191 2011 0.0 5.0 13.2 40.2 2.609 2.790
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSHALL-SCHUSTER Q NW SE 7 8N 12E Dane 0 225 77 2011 3.3 4.8 13.7 9.0 35.0 2.576 2.984
Approved Use : Base Aggregate
MARSHALL-SCHUSTER Q NW SE 7 8N 12E Dane 0 225 107 2015 1.8 6.2 6.8 6.6 31.0 2.643 1.945
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MEINHOLZ Q 35 8N 8E Dane 0 225 14 2010 0.9 5.0 8.4 32.7 2.707 0.979
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEINHOLZ Q 35 8N 8E Dane 0 225 6 2013 1.2 2.2 1.8 9.8 32.4 2.568 2.444
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEINHOLZ Q 35 8N 8E Dane 0 225 62 2016 1.0 1.4 0.8 7.6 33.0 2.563 2.493
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NORSLEIN Q SW NE 2 7N 6E Dane 0 225 41 2011 1.7 3.6 8.6 33.7 2.457 1.950
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NORSLEIN Q SW NE 2 7N 6E Dane 0 225 206 2014 1.0 6.0 4.0 11.3 38.3 2.556 2.931
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NORWAY GROVE P NW SW 14 9N 9E Dane 0 225 137 2012 3.1 1.6 7.5 30.3 2.643 1.903
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 17 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DANE
OAK PARK Q NE SW 29 7N 12E Dane 0 225 25 2011 9.8 14.7 7.8 33.9 2.605 2.535
Approved Use : Base Aggregate
OAK PARK Q NE SW 29 7N 12E Dane 0 225 47 2011 2.1 9.5 7.4 31.6 2.617 2.613
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OAK PARK Q NE SW 29 7N 12E Dane 0 225 105 2014 15.7 12.7 9.4 31.9 2.639 2.582
Approved Use : Base Aggregate
RAMSEY Q NW SE 6 5N 12E Dane 0 225 102 2016 12.6 16.9 11.5 40.9 2.572 3.066
Approved Use : Base Aggregate
RIPP Q NW NW 16 9N 9E Dane 0 225 59 2012 4.9 4.6 10.3 36.0 2.578 2.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIPP Q NW NW 16 9N 9E Dane 0 225 99 2015 2.8 3.7 3.2 10.3 36.5 2.555 2.921
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROSENBAUM P SW NE 18 5N 11E Dane 0 225 226 2011 2.6 0.0 5.7 8.4 34.0 2.608 2.390
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSENBAUM P SW NE 18 5N 11E Dane 0 225 91 2016 7.4 0.0 5.0 8.3 34.0 2.600 2.249
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
ROXBURY Q SE SW 22 9N 7E Dane 0 225 104 2013 1.9 4.5 6.0 8.2 30.3 2.554 2.904
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROXBURY Q SE SW 22 9N 7E Dane 0 225 185 2016 0.1 11.2 4.7 14.5 45.5 2.564 2.950
Approved Use : CONCRETE, Base Aggregate
SCHUETZ Q SE SW 26 6N 10E Dane 0 225 239 2014 3.6 0.3 2.4 7.0 31.6 2.636 1.816
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SPILDE P N 17 6N 11E Dane 0 225 227 2015 7.8 7.4 8.5 34.4 2.631 2.211
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STH 92 Q NW SE 29 6N 7E Dane 0 225 212 2016 1.5 25.0 28.4 12.3 46.4 2.528 3.483
STOCKPILE #1 P NW NE 34 9N 11E Dane 0 225 261 2012 5.3 0.0 2.3 6.6 29.4 2.677 1.645
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
STOUGHTON P E NW 10 5N 11E Dane 0 225 158 2014 0.0 5.6 8.7 37.1 2.634 2.038
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STOUGHTON FARMS Q NE NW 34 5N 10E Dane 0 225 139 2016 7.1 14.5 7.2 31.6 2.627 2.394
Approved Use : Base Aggregate
Page 18 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DANE
SUCHOMEL Q SW SE 3 8N 8E Dane 0 225 237 2013 1.7 0.6 2.0 8.4 35.7 2.585 2.379
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUCHOMEL Q SW SE 3 8N 8E Dane 0 225 18 2016 9.3 5.8 9.9 13.2 45.4 2.509 3.342
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
SUCHOMEL PIT P SW SE 3 8N 8E Dane 0 225 179 2014 3.8 0.0 1.2 8.5 32.9 2.639 1.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TNT Q SW 14 6N 12E Dane 0 225 47 2012 14.4 16.4 9.4 36.5 2.567 3.184
Approved Use : Base Aggregate
TNT Q SW 14 6N 12E Dane 0 225 80 2015 15.5 9.5 8.1 34.5 2.603 2.917
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TRICOR PIT P NW SE 20 9N 9E Dane 0 225 118 2014 0.0 2.9 7.3 31.6 2.654 1.744
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UTICA (HALVERSON) Q SE 30 6N 12E Dane 0 225 97 2012 1.1 1.8 7.1 30.2 2.613 2.137
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UTICA (HALVERSON) Q SE 30 6N 12E Dane 0 225 200 2015 10.6 9.1 10.1 38.2 2.570 3.175
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
VIENNA Q NE SW 34 9N 9E Dane 0 225 102 2012 3.4 1.4 9.6 36.3 2.616 2.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VIENNA Q NE SW 34 9N 9E Dane 0 225 7 2015 0.7 0.7 2.0 6.8 30.1 2.610 2.310
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VOLENBERG P NW 19 6N 12E Dane 0 225 131 2012 0.0 8.1 7.9 33.0 2.605 2.098
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VOLENBERG P NW 19 6N 12E Dane 0 225 17 2016 6.9 0.0 6.5 6.6 34.2 2.618 2.294
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
VOLENBERG QUARRY Q NW 19 6N 12E Dane 0 225 197 2013 12.0 7.7 7.5 30.9 2.624 2.575
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VOLENBERG QUARRY Q NW 19 6N 12E Dane 0 225 16 2016 9.5 12.9 5.5 25.9 2.668 1.768
Approved Use : Base Aggregate
WATSON Q SW SW 8 7N 8E Dane 0 225 152 2012 1.5 1.4 6.9 7.5 31.1 2.605 2.321
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WATSON Q SW SW 8 7N 8E Dane 0 225 101 2015 1.2 2.3 6.0 7.0 31.3 2.626 2.081
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 19 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DANE
WEILAND Q NW SW 9 6N 8E Dane 0 225 94 2016 1.3 1.6 8.7 9.9 35.8 2.619 2.188
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*WINGRA (WEILAND-MARTY) Q NW SW 9 6N 8E Dane 0 225 145 2010 3.6 2.3 8.8 8.3 30.6 2.626 1.974
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WINGRA (WEILAND-MARTY) Q NW SW 9 6N 8E Dane 0 225 77 2013 2.0 1.3 4.9 9.3 35.2 2.606 2.752
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WINGRA (WEILAND-MARTY-PD) P W 9 6N 8E Dane 0 225 153 2014 4.8 0.0 3.3 5.8 30.8 2.645 1.829
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZANDER P NW SW 11 7N 7E Dane 0 225 203 2013 4.3 4.6 7.7 8.6 34.5 2.634 2.216
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DICKERSON CO
*LINDBERG AND SONS P NW SW 5 40N 30W Dickerson Co 0 225 184 2011 1.2 1.2 5.6 25.6 2.670 0.777
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DODGE
BUCHDA Q NE NW 5 12N 14E Dodge 0 225 98 2010 1.2 5.8 6.3 26.7 2.517 1.205
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCHDA Q NE NW 5 12N 14E Dodge 0 225 136 2013 4.1 1.0 6.5 28.1 2.756 1.074
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCHDA Q NE NW 5 12N 14E Dodge 0 225 3 2016 0.5 2.2 1.4 6.8 27.7 2.745 1.209
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUDDE Q 10 11N 14E Dodge 0 225 76 2015 18.0 4.3 5.4 25.7 2.693 1.595
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHRISTIAN - GADE P W SW 33 12N 15E Dodge 0 225 18 2011 17.0 7.4 5.7 32.6 2.781 0.611
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHRISTIAN - GADE P W SW 33 12N 15E Dodge 0 225 41 2016 11.7 2.6 5.4 25.5 2.743 1.332
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HANKE MAYVILLE Q SW NW 6 11N 17E Dodge 0 225 149 2014 0.5 1.1 3.2 5.7 26.2 2.771 0.588
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HUSTISFORD Q SE SW 33 10N 16E Dodge 0 225 155 2010 0.8 9.9 9.1 6.2 16.1 2.728 1.483
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HUSTISFORD Q SE SW 33 10N 16E Dodge 0 225 27 2013 1.8 4.1 6.2 26.6 2.673 1.756
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 20 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DODGE
HUSTISFORD Q SE SW 33 10N 16E Dodge 0 225 69 2016 4.4 5.3 5.1 24.4 2.669 1.859
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*KOHLHOFF Q SW SW 9 12N 14E Dodge 0 225 5 2012 0.2 1.8 1.9 6.9 29.1 2.760 0.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #22 Q SW SW 9 12N 14E Dodge 0 225 79 2015 2.4 0.9 6.3 29.1 2.764 0.794
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 176 2010 15.8 19.7 8.1 33.3 2.664 2.343
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 193 2010 15.9 11.7 7.8 30.9 2.659 1.938
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 194 2010 12.1 10.4 6.2 27.2 2.666 1.889
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 85 2012 0.2 7.0 7.5 5.8 26.4 2.664 1.898
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINCK #24 Q SW SW 16 9N 15E Dodge 0 225 78 2015 0.6 18.4 10.7 6.4 29.7 2.669 1.840
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAYVILLE WHITELIME Q 1 11N 16E Dodge 0 225 220 2011 0.8 1.5 10.7 41.9 2.634 2.334
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAYVILLE WHITELIME Q 1 11N 16E Dodge 0 225 241 2011 2.0 4.8 7.2 31.8 2.673 2.126
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAYVILLE WHITELIME Q 1 11N 16E Dodge 0 225 159 2014 2.3 3.2 6.8 30.5 2.720 1.416
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS ALSUM Q NE SE 18 13N 13E Dodge 0 225 162 2016 9.1 8.7 6.7 30.3 2.648 2.143
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS NASBRO Q W SE 18 13N 17E Dodge 0 225 182 2010 1.2 1.0 7.3 30.7 2.760 0.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS NASBRO Q W SE 18 13N 17E Dodge 0 225 106 2013 0.4 0.9 8.7 35.0 2.704 1.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS NASBRO Q W SE 18 13N 17E Dodge 0 225 1 2016 0.4 1.3 7.5 32.2 2.714 1.179
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 215 2010 14.8 18.0 8.4 33.0 2.679 1.806
Approved Use : Base Aggregate
Page 21 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DODGE
*MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 234 2010 0.5 6.0 4.0 6.9 28.3 2.696 1.400
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 174 2011 0.4 14.5 15.7 8.7 33.4 2.643 2.168
Approved Use : Base Aggregate
*MICHELS ZIEMER Q NE NE 30 9N 15E Dodge 0 225 104 2012 0.1 4.6 6.3 6.2 26.1 2.660 1.823
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-WATERLOO Q NW NW 34 9N 13E Dodge 0 225 201 2013 0.0 0.4 7.2 30.8 2.664 0.527
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-WATERLOO Q NW NW 34 9N 13E Dodge 0 225 2 2016 0.4 0.5 4.1 21.8 2.655 0.461
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL'S QUARRY Q NW NW 7 13N 13E Dodge 0 225 99 2010 0.9 6.4 7.8 7.3 31.9 2.667 2.052
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL'S QUARRY Q NW NW 7 13N 13E Dodge 0 225 102 2013 18.4 6.6 7.4 31.1 2.643 2.188
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL'S QUARRY Q NW NW 7 13N 13E Dodge 0 225 103 2016 6.6 2.8 8.3 32.1 2.661 1.974
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*TRACY BROTHERS Q SW SW 16 10N 15E Dodge 0 225 259 2013 6.5 3.4 6.0 29.8 2.762 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WARMKA Q NE NW 9 12N 14E Dodge 0 225 47 2010 1.5 2.1 6.2 26.1 2.755 0.885
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WARMKA Q NE NW 9 12N 14E Dodge 0 225 124 2014 1.2 2.4 5.6 25.1 2.764 0.894
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOOR
BAILEYS HARBOR Q SW NW 17 30N 28E Door 0 225 58 2012 7.1 0.0 11.9 8.0 33.9 2.619 2.462
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
BAILEYS HARBOR Q SW NW 17 30N 28E Door 0 225 9 2013 3.9 0.0 7.1 6.5 29.6 2.639 1.994
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAILEYS HARBOR Q SW NW 17 30N 28E Door 0 225 73 2016 4.5 0.0 4.4 7.7 33.0 2.631 2.132
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BIWERS Q NW SE 10 30N 27E Door 0 225 57 2012 0.0 2.9 6.7 26.8 2.757 0.950
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIWERS Q NW SE 10 30N 27E Door 0 225 139 2015 0.0 1.0 6.4 24.1 2.760 0.829
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 22 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DOOR
BRUSSELS P SE NW 26 26N 23E Door 0 225 148 2016 0.4 0.0 9.4 8.0 25.5 2.691 1.676
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CAREW - BRUSSELS Q NW NW 21 26N 24E Door 0 225 40 2012 0.0 1.7 5.1 22.6 2.775 0.767
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - BRUSSELS Q NW NW 21 26N 24E Door 0 225 69 2015 0.0 3.3 7.2 27.5 2.749 1.052
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*JOHNSON P NE SW 32 27N 26E Door 0 225 145 2011 0.1 0.0 5.2 5.2 22.5 2.767 1.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KISSER Q NW NW 20 27N 25E Door 0 225 9 2016 3.0 2.5 6.4 26.3 2.762 0.957
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MATHEY Q E SE 22 28N 26E Door 0 225 208 2015 0.1 0.0 0.6 5.7 25.8 2.793 0.616
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MURRAY P NE SE 26 26N 23E Door 0 225 150 2010 0.5 0.0 12.3 8.2 37.8 2.654 2.080
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MURRAY P NE SE 26 26N 23E Door 0 225 220 2015 0.1 0.0 9.3 8.2 36.1 2.638 2.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NEBEL Q NE SW 20 26N 24E Door 0 225 231 2015 0.0 8.1 4.9 22.7 2.780 0.971
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROCK CUT Q Door 0 225 218 2015 2.1 0.0 2.6 7.2 31.3 2.693 1.589
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROCK CUT Q Door 0 225 240 2015 0.0 3.7 7.1 31.7 2.673 1.815
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STURGEON BAY - MM Q SE NW 21 27N 25E Door 0 225 17 2011 4.3 2.8 4.4 22.0 2.752 1.311
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STURGEON BAY - MM Q SE NW 21 27N 25E Door 0 225 6 2014 0.0 0.6 6.2 26.2 2.779 0.630
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAGGE P NE 31 27N 26E Door 0 225 8 2012 0.8 0.0 4.2 8.0 32.7 2.717 1.407
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UNION P SW NW 36 26N 23E Door 0 225 209 2015 0.1 0.0 7.1 6.0 25.2 2.710 1.378
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WASHINGTON ISLAND P S NW 32 34N 30E Door 0 225 71 2015 5.4 0.0 4.0 5.3 26.0 2.617 1.999
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
Page 23 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DOUGLAS
BUCKLEY Q NW NW 32 48N 12W Douglas 0 225 129 2011 0.0 2.6 3.3 16.2 2.810 0.795
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BUCKLEY Q NW NW 32 48N 12W Douglas 0 225 80 2014 0.0 7.2 5.0 22.5 2.783 1.084
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CARNES Q SW SW 31 48N 12W Douglas 0 225 63 2011 0.0 1.1 2.2 11.1 2.828 0.894
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CARNES Q SW SW 31 48N 12W Douglas 0 225 155 2015 0.0 1.6 2.4 12.9 2.927 0.310
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
COLBY Q NE SW 25 48N 11W Douglas 0 225 81 2014 0.0 15.2 5.5 20.9 2.787 1.120
Approved Use : Base Aggregate
*HOME RUN Q NE SE 21 48N 10W Douglas 0 225 47 2013 0.0 2.0 2.3 10.4 2.861 1.171
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSTAD Q S SE 34 48N 13W Douglas 0 225 193 2015 0.0 5.7 3.5 14.3 2.789 1.626
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KIMMES Q SW NW 14 47N 14W Douglas 0 225 61 2011 0.0 7.1 3.4 14.0 2.768 1.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIMMES Q SW NW 14 47N 14W Douglas 0 225 83 2014 0.0 7.1 4.1 16.3 2.703 1.161
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MIKKOLA QUARRY Q NE NE 35 48N 11W Douglas 0 225 135 2012 0.0 1.4 3.5 15.8 2.590 0.936
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*OAKLAND P NE SE 9 47N 13W Douglas 0 225 60 2011 0.0 1.4 2.4 11.8 2.835 1.159
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON Q NW NW 24 48N 10W Douglas 0 225 2 2012 0.0 1.0 2.5 11.9 2.833 1.284
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON Q NW NW 24 48N 10W Douglas 0 225 168 2012 0.0 5.1 3.4 15.3 2.802 1.473
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON Q NW NW 24 48N 10W Douglas 0 225 198 2016 1.7 0.2 2.4 11.9 2.853 1.121
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*QUARRY OF PAINE Q NE NE 17 47N 13W Douglas 0 225 217 2011 0.0 1.3 3.6 15.4 2.808 1.561
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*ROFFERS Q NE NW 18 45N 11W Douglas 0 225 205 2012 0.0 1.4 8.8 23.9 2.708 1.533
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 24 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DOUGLAS
*SMITH Q NW NW 13 47N 14W Douglas 0 225 62 2011 0.0 2.9 2.7 12.5 2.821 0.961
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SOLON SPRINGS Q NE NW 18 45N 11W Douglas 0 225 167 2016 0.0 4.6 3.8 16.7 2.807 1.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STUPAK Q NW NW 29 47N 14W Douglas 0 225 59 2011 0.0 7.8 2.9 13.5 2.750 1.668
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STUPAK Q NW NW 29 47N 14W Douglas 0 225 154 2015 0.0 3.2 2.9 15.0 2.791 0.680
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DUBUQUE, IA
BROWNS BOTTOM Q NE 24 88N 3E Dubuque, Ia 0 225 8 2010 1.1 3.0 8.7 36.5 2.597 2.367
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROWNS BOTTOM Q NE 24 88N 3E Dubuque, Ia 0 225 179 2013 1.5 2.1 7.0 28.4 2.654 1.659
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROWNS BOTTOM Q NE 24 88N 3E Dubuque, Ia 0 225 131 2015 0.2 0.8 7.0 28.0 2.670 1.367
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROSE SPUR Q NE SE 27 90N 2E Dubuque, Ia 0 225 9 2010 0.7 2.8 10.1 40.9 2.577 2.534
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE SPUR Q NE SE 27 90N 2E Dubuque, Ia 0 225 221 2015 1.9 3.5 3.4 10.5 38.6 2.585 2.533
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DUNN
GATES #238 Q S NW 17 28N 14W Dunn 0 225 67 2012 0.0 15.0 13.9 44.9 2.487 4.199
Approved Use : Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn 0 225 158 2012 0.0 1.8 7.0 31.7 2.625 2.167
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn MAT01.762 225 3 2012 0.0 3.4 7.0 31.7 2.691 1.597
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn 0 225 36 2015 0.7 0.0 4.5 7.3 32.3 2.629 2.238
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GATES #238 Q S NW 17 28N 14W Dunn 0 225 215 2015 0.0 1.9 7.5 31.3 2.608 2.323
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAFFELDER Q NE NE 23 28N 14W Dunn 0 225 189 2015 0.0 4.4 7.5 39.1 2.571 2.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 25 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
DUNN
HUGHES Q SW 15 28N 14W Dunn 0 225 156 2011 0.0 9.1 9.3 36.5 2.611 2.120
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HUGHES Q SW 15 28N 14W Dunn 0 225 78 2014 0.0 3.0 9.3 34.6 2.582 2.826
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*SAND Q SW NW 31 31N 14W Dunn 0 225 252 2012 0.0 6.8 13.1 40.1 2.600 2.269
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SIVERTSON P SW NE 26 27N 11W Dunn 0 225 147 2013 0.0 8.0 8.0 27.6 2.576 1.814
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EAU CLAIRE
AMERICAN MATERIALS #31 P N NE 2 26N 10W Eau Claire 0 225 109 2012 0.0 1.3 3.6 18.7 2.666 1.082
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LITCHFIELD P SW SE 34 27N 10W Eau Claire 0 225 236 2012 0.0 2.0 4.1 19.8 2.643 1.006
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE 222 P 4 26N 10W Eau Claire 0 225 35 2013 0.0 0.9 2.9 16.0 2.635 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FLORENCE
COUNTY D P S SE 1 39N 17E Florence 0 225 198 2014 5.4 8.3 33.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DELARULLE P SE SW 12 39N 17E Florence 0 225 122 2011 0.0 2.2 2.5 26.5 2.630 1.650
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DELARULLE P SE SW 12 39N 17E Florence 0 225 200 2014 2.3 8.0 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ROCKY'S P W SW 17 40N 15E Florence 0 225 199 2014 3.3 5.8 22.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SPREAD EAGLE Q NW SE 11 39N 19E Florence 0 225 142 2011 0.0 0.3 3.0 11.7 2.927 0.285
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SPREAD EAGLE Q NW SE 11 39N 19E Florence 0 225 50 2016 0.0 0.3 2.9 12.4 2.895 0.294
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FON DU LAC
BATZLER / STEGER P SW SW 24 13N 18E Fon Du Lac 0 225 7 2014 0.0 1.5 6.1 27.0 2.759 0.846
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 26 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
FOND DU LAC
*BAUMHARDT GOEBEL P NE NW 5 14N 19E Fond Du Lac 0 225 116 2011 0.9 1.5 2.5 6.9 33.4 2.725 1.179
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - EDEN P W SE 23 14N 18E Fond Du Lac 0 225 50 2011 0.3 0.8 1.0 13.5 32.4 2.729 1.166
Approved Use : CONCRETE, OGBC, Base Aggregate
CAREW - EDEN P W SE 23 14N 18E Fond Du Lac 0 225 81 2016 0.3 0.0 2.9 8.0 33.0 2.742 1.093
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CAREW - REEDS CORNERS P NW NE 12 15N 14E Fond Du Lac 0 225 180 2015 0.3 6.0 6.4 28.2 2.764 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CAREW ALTO Q NE 36 14N 14E Fond Du Lac 0 225 49 2011 1.4 0.3 17.3 26.4 2.746 1.200
Approved Use : CONCRETE, OGBC, Base Aggregate
CAREW ALTO Q NE 36 14N 14E Fond Du Lac 0 225 8 2014 1.0 1.9 6.2 28.2 2.770 0.879
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EVENSON - BERTRAM Q NW NW 15 16N 18E Fond Du Lac 0 225 126 2012 0.3 2.7 12.2 43.6 2.718 1.043
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EVENSON - BERTRAM Q NW NW 15 16N 18E Fond Du Lac 0 225 26 2015 0.2 3.1 11.2 41.8 2.715 1.245
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FOND DU LAC STONE Q N S 10 14N 17E Fond Du Lac 0 225 218 2012 0.8 5.7 14.2 45.2 2.621 2.004
Approved Use : CONCRETE, OGBC, Base Aggregate
FOND DU LAC STONE Q N S 10 14N 17E Fond Du Lac 0 225 29 2015 0.5 1.5 5.5 26.4 2.735 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GRAHL-EMPIRE P S SE 36 15N 18E Fond Du Lac 0 225 173 2016 0.1 0.0 2.2 6.5 29.8 2.740 1.052
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GUELIG P NW SE 9 16N 19E Fond Du Lac 0 225 36 2011 0.0 1.4 5.9 28.8 2.763 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GUELIG P NW SE 9 16N 19E Fond Du Lac 0 225 66 2016 0.0 3.3 4.7 7.4 31.7 2.739 1.295
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HOLLATZ P NE NW 17 16N 14E Fond Du Lac 0 225 38 2011 0.0 3.1 5.8 27.6 2.707 1.313
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOLLATZ P NE NW 17 16N 14E Fond Du Lac 0 225 51 2016 0.0 1.4 5.0 24.2 2.729 1.132
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS - TAYCHEEDAH Q SW NE 16 16N 18E Fond Du Lac 0 225 13 2014 0.3 1.9 8.4 37.6 2.718 1.170
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 27 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
FOND DU LAC
MICHELS KETTER P SW 4 13N 19E Fond Du Lac 0 225 269 2014 1.1 0.0 4.1 7.9 32.8 2.725 1.176
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KETTER P SW 4 13N 19E Fond Du Lac 0 225 100 2015 1.1 0.0 4.1 7.9 32.8 2.725 1.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS MARBLEHEAD Q NE NE 7 14N 18E Fond Du Lac 0 225 265 2013 1.4 1.9 9.7 35.3 2.708 1.188
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS MARBLEHEAD Q NE NE 7 14N 18E Fond Du Lac 0 225 13 2016 2.3 1.1 8.4 34.6 2.760 0.806
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS-WAUPUN Q SE NW 36 14N 14E Fond Du Lac 0 225 111 2013 4.2 2.9 6.3 28.1 2.765 0.880
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-WAUPUN Q SE NW 36 14N 14E Fond Du Lac 0 225 8 2016 4.5 4.2 6.5 27.5 2.778 0.828
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS/BERRES P SW SE 32 14N 19E Fond Du Lac 0 225 259 2014 1.4 0.0 2.8 7.0 28.7 2.721 1.231
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R & R WASH Q SW NW 20 16N 14E Fond Du Lac 0 225 37 2011 8.4 6.1 7.5 26.4 2.702 1.687
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R & R WASH P E SW 7 16N 14E Fond Du Lac 0 225 93 2014 0.2 0.0 4.3 8.4 32.8 2.689 1.582
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R & R WASH Q SW NW 20 16N 14E Fond Du Lac 0 225 65 2016 17.7 5.0 9.2 36.9 2.628 2.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RADEMANN STONE Q NE SW 11 14N 17E Fond Du Lac 0 225 176 2012 0.7 1.5 7.8 31.8 2.770 0.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RADEMANN STONE Q NE SW 11 14N 17E Fond Du Lac 0 225 156 2015 1.2 0.4 6.9 29.4 2.778 0.615
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
REEDS CORNER P E NW 12 15N 14E Fond Du Lac 0 225 67 2015 0.0 3.0 7.0 30.3 2.751 1.215
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RLAM (RIPON LIME & Q SW NW 20 16N 14E Fond Du Lac 0 225 182 2014 6.6 1.4 9.1 34.4 2.685 1.871
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUDINGER Q NW 11 14N 17E Fond Du Lac 0 225 91 2012 0.5 1.1 7.0 31.1 2.749 0.918
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUDINGER Q NW 11 14N 17E Fond Du Lac 0 225 28 2015 0.4 1.9 8.0 34.1 2.730 1.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 28 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
FOND DU LAC
RUDINGER Q NW 11 14N 17E Fond Du Lac 0 225 95 2016 1.0 1.3 5.2 25.1 2.762 0.866
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STRAUB P W 23 14N 18E Fond Du Lac 0 225 16 2014 0.0 0.7 5.4 25.2 2.784 0.740
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THACKRAY P 13 15N 19E Fond Du Lac 0 225 256 2014 0.0 2.7 8.1 33.5 2.747 1.000
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WAUPUN LINCK #26 Q SE NW 36 14N 14E Fond Du Lac 0 225 101 2013 2.0 0.5 6.6 28.3 2.776 0.769
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FOREST
FLANNERY P SW SE 33 36N 13E Forest 0 225 165 2015 0.0 0.5 5.4 23.3 2.701 1.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HAGENY P NE SE 2 35N 12E Forest 0 225 190 2012 0.0 0.8 7.1 27.2 2.695 0.797
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ISON P SE NW 19 37N 13E Forest 0 225 240 2016 0.0 0.6 6.5 26.2 2.696 0.646
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*POINTEK P SE SE 12 34N 15E Forest 0 225 205 2011 0.0 1.1 12.8 23.4 2.715 0.640
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHALLOCK P SE NE 36 36N 12E Forest 0 225 234 2016 0.4 0.0 1.5 5.0 21.9 2.695 0.939
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
THRASHER P NW NW 8 40N 14E Forest 0 225 228 2013 0.0 0.8 4.7 17.4 2.734 0.770
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GOGEBIC, MI
MAHER P SW NE 34 45N 39W Gogebic, Mi 0 225 23 2015 0.0 1.1 2.6 12.8 2.756 0.793
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WIEMEIR P SW NW 33 48N 47W Gogebic, Mi 0 225 163 2010 5.2 7.5 4.0 18.9 2.733 1.997
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WIEMEIR P SW NW 33 48N 47W Gogebic, Mi 0 225 130 2015 6.3 13.9 5.4 23.0 2.717 1.581
Approved Use : Base Aggregate
GOODHUE MN
CARLSON P NE SE 15 12N 13W Goodhue Mn 0 225 240 2014 0.9 1.0 5.5 21.6 2.712 1.365
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 29 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
GRANT
ADAMETZ Q SE SE 11 6N 1W Grant 0 225 108 2010 0.3 2.5 4.6 7.3 30.7 2.675 1.504
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ADAMETZ Q SE SE 11 6N 1W Grant 0 225 170 2014 1.6 2.1 4.1 8.0 31.3 2.613 2.133
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANDERSON Q SW SE 34 3N 1W Grant 0 225 105 2010 0.3 3.4 6.9 12.7 43.2 2.584 2.621
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANDERSON Q SW SE 34 3N 1W Grant 0 225 57 2013 0.8 6.5 9.8 11.9 42.3 2.530 3.327
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANDERSON Q SW SE 34 3N 1W Grant 0 225 131 2016 1.5 6.1 7.6 12.8 44.0 2.549 3.202
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ASHTON Q SW SW 26 4N 3W Grant 0 225 218 2016 3.6 1.1 12.3 42.2 2.588 2.893
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BAGLEY Q NE NW 17 5N 6W Grant 0 225 66 2015 3.9 4.4 7.4 28.1 2.589 2.323
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BENDORF Q SW NE 19 4N 2W Grant 0 225 180 2011 0.0 1.9 11.9 15.2 49.7 2.562 3.033
Approved Use : CONCRETE, OGBC, Base Aggregate
BENDORF Q SW NE 19 4N 2W Grant 0 225 166 2014 0.0 3.4 3.9 13.5 45.0 2.538 3.287
Approved Use : CONCRETE, OGBC, Base Aggregate
BODE Q NW SE 4 2N 3W Grant 0 225 203 2011 0.1 2.2 7.2 10.6 40.1 2.609 2.324
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BODE Q NW SE 4 2N 3W Grant 0 225 175 2014 0.5 1.5 6.0 10.9 38.6 2.567 2.675
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CASSVILLE Q NW SW 27 3N 5W Grant 0 225 163 2012 0.7 2.6 4.2 12.5 40.9 2.613 2.206
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CASSVILLE Q NW SW 27 3N 5W Grant 0 225 214 2016 1.2 1.9 0.8 8.8 36.7 2.592 2.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*CROFT Q NW SE 24 6N 3W Grant 0 225 131 2010 0.1 7.3 13.9 10.9 40.4 2.600 2.463
Approved Use : Base Aggregate
*CROFT Q NW SE 24 6N 3W Grant 0 225 182 2013 13.7 17.1 14.2 45.4 2.560 3.157
Approved Use : Base Aggregate
*CROFT Q NW SE 24 6N 3W Grant 0 225 132 2016 0.8 24.3 17.5 12.0 41.8 2.577 2.876
Page 30 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
GRANT
DIETER Q NW NW 29 2N 1W Grant 0 225 90 2011 0.8 3.7 10.4 40.0 2.598 2.604
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DIETER Q NW NW 29 2N 1W Grant 0 225 140 2014 1.1 5.5 10.9 37.5 2.617 2.567
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FINN Q SW NW 33 6N 5W Grant 0 225 112 2012 10.1 8.6 11.8 45.1 2.545 3.109
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FINN Q SW NW 33 6N 5W Grant 0 225 204 2015 2.6 3.3 7.1 16.2 50.0 2.536 3.455
Approved Use : CONCRETE, Base Aggregate
FREY Q NW SE 15 7N 3W Grant 0 225 212 2013 2.0 5.9 1.6 8.7 35.1 2.612 2.185
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FREY Q NW SE 15 7N 3W Grant 0 225 216 2016 3.9 4.5 12.0 39.2 2.605 2.431
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HAMPTON Q 21 4N 5W Grant 0 225 206 2012 2.7 4.5 4.8 9.5 37.8 2.550 3.117
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAMPTON Q 21 4N 5W Grant 0 225 136 2016 1.2 8.5 6.9 9.4 36.5 2.576 2.698
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HARTNETT Q NW SW 27 4N 2W Grant 0 225 244 2016 9.5 12.7 9.2 38.0 2.577 2.658
Approved Use : Base Aggregate
HAVERLAND Q NE NW 26 3N 2W Grant 0 225 92 2011 0.7 2.8 10.8 43.3 2.554 2.985
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAVERLAND Q NE NW 26 3N 2W Grant 0 225 146 2014 0.3 8.8 10.8 11.4 39.1 2.576 3.001
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOGAN Q SE NW 26 1N 2W Grant 0 225 171 2014 0.3 1.1 2.2 10.5 38.0 2.591 2.646
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JULIUS WIEST Q NW NE 26 3N 5W Grant 0 225 173 2014 2.5 2.7 9.0 35.6 2.621 2.149
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JUNK Q NW NE 7 3N 5W Grant 0 225 117 2015 7.9 5.2 10.5 38.7 2.520 3.496
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KIRSCHBAUM Q NE SW 26 5N 5W Grant 0 225 129 2010 1.6 4.5 5.5 10.0 40.7 2.625 2.104
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIRSCHBAUM Q NE SW 26 5N 5W Grant 0 225 58 2013 2.2 5.2 4.5 10.0 39.0 2.604 2.407
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 31 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
GRANT
KIRSCHBAUM Q NE SW 26 5N 5W Grant 0 225 135 2016 1.6 7.0 5.7 15.1 47.0 2.596 2.643
Approved Use : CONCRETE, Base Aggregate
KLAR Q NW NW 33 3N 2W Grant 0 225 76 2010 0.8 1.6 4.4 9.4 36.6 2.604 2.442
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLAR Q NW NW 33 3N 2W Grant 0 225 145 2013 1.4 2.9 2.2 10.1 36.2 2.581 2.743
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLAR Q NW NW 33 3N 2W Grant 0 225 217 2016 5.4 4.3 11.7 40.9 2.580 2.810
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KUSSMAUL Q NW SE 34 6N 4W Grant 0 225 106 2010 2.4 9.3 10.9 40.8 2.592 2.554
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KUSSMAUL Q NW SE 34 6N 4W Grant 0 225 185 2013 4.9 7.9 10.5 39.2 2.584 2.525
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KUSSMAUL Q NW SE 34 6N 4W Grant 0 225 137 2016 0.5 3.1 3.8 10.4 37.8 2.598 2.284
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LOEFFELHOLZ Q SE SE 5 2N 1W Grant 0 225 256 2013 3.7 2.0 6.4 12.5 43.3 2.558 3.284
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LOEFFELHOLZ Q SE SE 5 2N 1W Grant 0 225 168 2016 1.3 6.9 9.1 12.5 43.7 2.560 3.061
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MAJERUS Q SW NW 7 2N 2W Grant 0 225 179 2011 8.6 9.2 13.0 47.8 2.548 3.237
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
MAJERUS Q SW NW 7 2N 2W Grant 0 225 208 2014 4.5 4.9 12.6 44.6 2.546 3.129
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORRIS Q NW NW 3 5N 3W Grant 0 225 116 2015 1.3 2.4 3.9 11.4 39.8 2.671 2.297
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*RAISBECK Q SW SE 12 4N 5W Grant 0 225 30 2010 0.8 1.1 4.1 7.1 34.3 2.638 1.885
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*RAISBECK Q SW SE 12 4N 5W Grant 0 225 63 2013 1.1 1.9 10.0 8.3 36.9 2.621 2.506
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSEMEYER Q SW NW 14 3N 1W Grant 0 225 11 2010 0.1 2.0 9.3 7.5 32.4 2.652 1.838
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSEMEYER Q SW NW 14 3N 1W Grant 0 225 56 2013 0.8 8.0 4.2 6.5 29.4 2.616 2.242
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 32 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
GRANT
ROSEMEYER Q SW NW 14 3N 1W Grant 0 225 134 2016 0.7 13.0 8.1 10.9 38.2 2.603 2.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SALZGERBER Q NE SW 2 7N 3W Grant 0 225 228 2011 1.4 1.9 4.0 8.8 35.2 2.620 2.163
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SALZGERBER Q NE SW 2 7N 3W Grant 0 225 2 2014 2.6 1.8 7.3 8.3 34.6 2.612 2.320
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHNEIDER Q NW SE 18 4N 3W Grant 0 225 146 2012 4.0 2.8 12.3 43.2 2.576 2.615
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHNEIDER Q NW SE 18 4N 3W Grant 0 225 122 2015 2.2 10.4 6.7 12.8 43.4 2.598 2.571
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SIMMON Q SW NW 21 4N 4W Grant 0 225 165 2014 0.1 1.6 6.0 11.3 41.3 2.553 2.904
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TENNYSON Q NW NE 36 3N 3W Grant 0 225 88 2011 3.7 3.0 8.9 35.7 2.585 2.640
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TENNYSON Q NW NE 36 3N 3W Grant 0 225 141 2014 5.8 4.8 10.0 37.2 2.595 2.528
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WAMSLEY Q NE SW 9 3N 4W Grant 0 225 31 2010 3.8 1.3 6.7 8.4 35.5 2.559 2.841
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WAMSLEY Q NE SW 9 3N 4W Grant 0 225 69 2013 2.2 7.7 5.5 10.4 39.2 2.547 3.163
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZART Q SE SE 7 6N 3W Grant 0 225 116 2012 3.5 2.4 9.1 35.0 2.647 1.930
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZART Q SE SE 7 6N 3W Grant 0 225 126 2015 2.2 1.3 6.2 9.9 35.6 2.595 2.302
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GREEN
BLACKHAWK Q SW NE 20 1N 6E Green 0 225 115 2012 8.9 8.0 6.3 26.6 2.618 2.148
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLACKHAWK Q SW NE 20 1N 6E Green 0 225 162 2015 11.7 9.3 11.0 32.8 2.622 2.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BOEKE Q NW NW 33 1N 9E Green 0 225 194 2016 0.3 6.7 5.0 12.5 45.1 2.504 2.173
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 50 2010 0.5 4.0 4.8 23.9 2.635 2.263
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 33 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
GREEN
INDERGAND Q SE SE 20 2N 7E Green 0 225 7 2012 9.8 8.7 4.4 25.0 2.656 2.186
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 138 2013 4.7 4.1 4.8 23.4 2.631 2.626
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 210 2015 10.9 6.6 5.5 27.0 2.637 2.309
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
INDERGAND Q SE SE 20 2N 7E Green 0 225 140 2016 9.3 7.7 5.0 28.1 2.632 2.175
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KLITZKE Q 16 4N 7E Green 0 225 128 2011 2.2 1.7 12.0 45.2 2.544 3.379
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLITZKE Q 16 4N 7E Green 0 225 97 2015 5.6 6.7 14.1 46.7 2.510 4.014
Approved Use : CONCRETE, Base Aggregate
*KRANIG Q 15 4N 9E Green 0 225 41 2010 5.7 5.0 5.6 30.1 2.522 3.560
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*KRANIG Q 15 4N 9E Green 0 225 44 2013 13.6 6.3 12.3 42.3 2.583 2.731
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*KRANIG KNIGHT Q SE 3 2N 9E Green 0 225 17 2012 2.4 3.1 9.6 36.1 2.595 2.624
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONROE CONSTRUCTION Q SE NE 32 2N 7E Green 0 225 25 2010 1.3 8.8 11.9 44.3 2.469 5.216
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONROE CONSTRUCTION Q SE NE 32 2N 7E Green 0 225 272 2012 1.9 1.7 13.0 40.9 2.481 4.412
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONROE CONSTRUCTION Q SE NE 32 2N 7E Green 0 225 222 2014 14.1 1.9 10.0 39.2 2.597 2.741
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*RUFER (NORTH OF 59) Q SE NE 30 2N 8E Green 0 225 154 2011 7.5 11.6 8.3 33.8 2.558 3.426
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*RUFER (SOUTH OF 59) Q SE NE 30 2N 8E Green 0 225 123 2011 1.5 6.3 5.8 27.5 2.622 2.608
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*RUFERS Q 30 2N 8E Green 0 225 211 2013 7.7 2.3 6.1 27.3 2.628 2.178
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*SAUNDERS Q 26 4N 8E Green 0 225 176 2011 12.9 5.7 9.0 36.1 2.586 2.926
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 34 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
GREEN
SCHWARZENBERGER Q NW NW 5 1N 8E Green 0 225 146 2015 2.4 7.6 13.7 12.8 44.9 2.541 3.654
Approved Use : Base Aggregate
VOEGGLI Q 36 4N 7E Green 0 225 109 2014 5.1 1.2 3.7 8.9 34.8 2.522 3.823
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
GREEN LAKE
MARKESAN Q NE 3 14N 13E Green Lake 0 225 30 2012 8.6 0.7 5.9 26.7 2.681 1.872
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARKESAN Q NE 3 14N 13E Green Lake 0 225 70 2015 0.1 0.9 7.9 6.3 28.2 2.693 1.785
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MASHUDA UPPER Q NE NW 28 16N 12E Green Lake 0 225 100 2014 0.0 0.3 1.1 6.3 30.2 2.689 1.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS MANCHESTER P SW SE 16 14N 12E Green Lake 0 225 207 2015 7.7 0.0 7.3 7.3 33.6 2.573 2.258
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
MICHELS MARKESAN Q SW SW 9 14N 13E Green Lake 0 225 178 2012 7.1 6.1 5.9 26.7 2.683 1.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS MARKESAN Q SW SW 9 14N 13E Green Lake 0 225 14 2016 13.7 6.0 6.1 27.0 2.678 1.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MORRIS Q SE SW 3 16N 13E Green Lake 0 225 168 2010 3.8 4.6 9.2 5.1 19.2 2.670 1.636
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE
MORRIS Q SE SW 3 16N 13E Green Lake 0 225 99 2014 0.9 1.8 1.9 6.6 28.8 2.692 1.332
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NESHKORO P NW SW 23 17N 11E Green Lake 0 225 135 2014 0.0 2.5 7.8 30.6 2.698 1.443
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIDGESTONE Q SW SE 15 17N 13E Green Lake 0 225 270 2016 0.9 2.9 1.3 9.5 37.8 2.672 1.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
UTLEY Q SE NW 36 15N 13E Green Lake 0 225 12 2016 0.2 0.1 4.5 18.8 2.632 0.240
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HOUSTON, MN
ABNET Q 2 104N 5W Houston, Mn 0 225 106 2011 0.8 4.9 8.7 35.0 2.596 2.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ABNET Q 2 104N 5W Houston, Mn 0 225 204 2014 1.9 2.3 10.4 35.2 2.590 2.276
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 35 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
IOWA
*19TH HOLE (BURGESS) Q SE SW 15 5N 3E Iowa 0 225 238 2010 1.0 1.6 10.9 9.2 36.0 2.507 3.903
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*19TH HOLE (BURGESS) Q SE SW 15 5N 3E Iowa 0 225 216 2013 3.7 7.4 8.9 35.1 2.531 3.711
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BARNEVELD Q NE NE 10 6N 5E Iowa 0 225 147 2012 1.2 2.8 2.9 10.5 40.4 2.570 2.841
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BARNEVELD Q NE NE 10 6N 5E Iowa 0 225 123 2015 1.0 6.1 3.0 12.0 44.0 2.551 3.176
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 44 2010 2.1 4.2 7.5 31.4 2.633 2.513
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 178 2013 2.6 7.1 9.2 37.6 2.575 2.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 183 2013 2.6 7.1 9.2 37.6 2.575 2.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 218 2013 2.7 3.5 7.3 34.2 2.611 2.622
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BERNING Q NE SW 26 5N 3E Iowa 0 225 237 2016 1.1 6.2 7.1 8.1 35.0 2.582 3.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EHLER-COBB Q SE SE 14 6N 1E Iowa 0 225 145 2014 0.8 8.1 8.6 13.5 40.5 2.593 2.637
Approved Use : CONCRETE, OGBC, Base Aggregate
*GOLD THORPE Q SE SW 15 5N 3E Iowa 0 225 161 2010 0.6 7.5 9.0 35.3 2.367 2.696
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*GOLD THORPE Q SE SW 15 5N 3E Iowa 0 225 42 2013 3.3 3.6 9.2 34.3 2.572 2.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HACKL Q SW SW 21 8N 1E Iowa 0 225 172 2014 1.1 2.0 1.9 8.9 35.1 2.603 2.248
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HELENA P NE NE 16 8N 4E Iowa 0 225 9 2012 0.0 5.2 7.0 27.9 2.629 1.445
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*HYDE Q NW NE 26 6N 4E Iowa 0 225 187 2012 0.9 3.6 6.3 8.8 34.9 2.627 2.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JONES Q SE NE 22 5N 1E Iowa 0 225 90 2012 9.6 1.5 9.5 38.9 2.581 2.812
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 36 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
IOWA
JONES Q SE NE 22 5N 1E Iowa 0 225 158 2015 0.6 3.4 6.9 14.6 48.5 2.522 3.719
Approved Use : CONCRETE, Base Aggregate
*LEIGHTY Q N NE 4 4N 1E Iowa 0 225 153 2010 3.5 12.4 10.6 39.5 2.519 3.508
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*LEIGHTY Q N NE 4 4N 1E Iowa 0 225 75 2012 4.4 2.2 8.0 34.8 2.587 2.385
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINDEN Q SW SW 14 5N 2E Iowa 0 225 77 2010 0.5 0.8 7.4 31.7 2.684 1.459
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINDEN Q SW SW 14 5N 2E Iowa 0 225 144 2013 0.9 0.9 10.7 35.7 2.672 1.575
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINDEN Q SW SW 14 5N 2E Iowa 0 225 215 2016 0.8 0.5 10.7 39.8 2.676 1.661
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MILLER Q NW NW 31 6N 3E Iowa 0 225 124 2015 4.7 7.2 6.9 30.0 2.588 2.840
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NANKEY Q SE NE 14 7N 1E Iowa 0 225 167 2014 1.3 2.4 7.9 31.0 2.604 2.519
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*RUSH CREEK Q SE SE 3 7N 3E Iowa 0 225 90 2013 1.9 4.1 8.2 31.9 2.657 1.595
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWIGGUM Q NE NE 30 6N 3E Iowa 0 225 145 2012 1.4 2.4 10.8 40.5 2.502 3.206
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWIGGUM Q NE NE 30 6N 3E Iowa 0 225 120 2015 0.5 2.1 3.3 12.6 44.3 2.494 3.719
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
THOMAS\RIDGE Q NW NE 33 6N 4E Iowa 0 225 222 2010 2.8 2.7 2.7 12.6 43.1 2.551 3.308
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMAS\RIDGE Q NW NE 33 6N 4E Iowa 0 225 217 2013 4.2 2.7 9.7 12.7 43.6 2.533 3.841
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMAS\RIDGE Q NW NE 33 6N 4E Iowa 0 225 129 2016 5.6 7.4 5.3 12.3 43.2 2.560 2.859
Approved Use : HMA<E-3, HMA>=E-3, Base Aggregate
IRON
*JOE KOHEGYI P NE SW 31 43N 4E Iron 0 225 219 2011 0.0 0.4 3.6 16.1 2.730 0.960
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KIMBALL Q S 1 46N 1E Iron 0 225 97 2011 0.0 1.6 2.7 12.4 2.705 1.329
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 37 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
IRON
KIMBALL Q S 1 46N 1E Iron 0 225 129 2015 0.0 1.6 2.6 12.0 2.733 1.142
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LUPPINO Q SE SE 32 47N 2E Iron 0 225 140 2011 0.0 1.3 4.9 8.3 2.749 1.420
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LUPPINO Q SE SE 32 47N 2E Iron 0 225 167 2015 0.0 4.5 3.2 15.3 2.629 2.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NLC MERCER P S NW 6 42N 4E Iron 0 225 118 2011 0.0 1.4 2.6 19.7 2.736 0.801
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NLC MERCER P S NW 6 42N 4E Iron 0 225 159 2016 0.0 0.5 3.7 18.2 2.734 0.963
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
IRON, MI
IRON RIVER P SW NW 22 43N 35W Iron, Mi 0 225 93 2012 1.3 0.6 0.9 4.2 19.1 2.674 0.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JACKSON
JACKSON COUNTY IRON MINE Q 22 21N 3W Jackson 0 225 105 2011 0.0 11.6 5.6 24.7 2.829 1.491
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JACKSON COUNTY IRON MINE Q 22 21N 3W Jackson 0 225 11 2014 0.0 13.2 8.7 29.4 2.732 2.215
Approved Use : Base Aggregate
MURPHY P NW NW 6 21N 4W Jackson 0 225 166 2013 0.0 3.9 5.4 21.2 2.619 1.217
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MURPHY CHIPS STOCKPILE P NW NW 6 21N 4W Jackson 0 225 184 2015 0.0 1.5 11.0 40.4 2.587 2.672
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SMITH P NE SE 20 22N 3W Jackson 0 225 157 2012 0.0 4.3 6.0 21.0 2.633 1.548
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JEFFERSON
BANKER P NE 10 6N 13E Jefferson 0 225 133 2012 4.7 0.0 2.9 5.4 26.2 2.646 1.791
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*JOHNSON CREEK Q NE SW 23 7N 14E Jefferson 0 225 54 2011 6.1 2.4 10.8 38.8 2.618 2.361
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NABER P NE NW 31 5N 14E Jefferson 0 225 2 2013 3.8 0.0 3.0 6.3 29.4 2.636 1.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 38 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
JEFFERSON
*STARK Q SE 35 8N 13E Jefferson 0 225 216 2012 7.8 6.8 10.0 40.4 2.606 2.906
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TIMBERLANE S & G P NW SW 19 6N 14E Jefferson 0 225 83 2012 1.7 0.0 4.0 7.8 31.2 2.666 1.929
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KENOSHA
ADAM SAND AND GRAVEL P NW 32 2N 20E Kenosha 0 225 179 2015 0.0 1.3 2.8 28.4 2.675 1.424
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MEYER/DYERLAKE P W 29 2N 19E Kenosha 0 225 95 2014 3.0 0.0 5.1 8.0 23.2 2.679 1.521
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KEWAUNEE
DUESCHER #9 P NW NW 13 23N 23E Kewaunee 0 225 40 2013 2.2 3.7 3.0 6.3 28.7 2.725 1.210
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LA CROSSE
CLEMENTS Q NW NE 7 15N 5W La Crosse 0 225 160 2014 0.0 2.6 8.9 34.4 2.631 1.905
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLEMENTS (KRAEMER) Q SE SE 3 15N 6W La Crosse 0 225 186 2012 0.0 5.5 12.5 44.8 2.548 2.509
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLEMENTS (KRAEMER) Q SE SE 3 15N 6W La Crosse 0 225 186 2015 0.0 2.3 10.4 36.9 2.597 2.237
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KINGS BLUFF Q W NE 25 18N 8W La Crosse 0 225 107 2010 0.0 8.4 8.9 39.7 2.615 2.120
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KINGS BLUFF Q W NE 25 18N 8W La Crosse 0 225 116 2013 0.0 7.7 11.2 42.6 2.551 2.973
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KINGS BLUFF Q W NE 25 18N 8W La Crosse 0 225 235 2015 1.6 0.0 3.6 10.9 40.9 2.580 2.670
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MIDDLE RIDGE Q NW SW 2 15N 5W La Crosse 0 225 69 2014 0.2 0.0 4.4 10.6 41.6 2.533 3.078
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MINDORO Q SW SW 33 18N 6W La Crosse 0 225 45 2014 0.0 4.5 8.1 32.4 2.625 1.919
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROMSKOG Q NE SE 18 17N 6W La Crosse 0 225 30 2011 0.0 6.5 11.8 40.9 2.566 2.728
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 39 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
LA CROSSE
ROMSKOG Q NE SE 18 17N 6W La Crosse 0 225 47 2014 0.0 6.2 9.0 34.7 2.621 1.938
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORGERSON Q SE SW 31 15N 5W La Crosse 0 225 113 2016 0.0 3.2 11.1 39.3 2.539 2.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WALDENBERGER Q 23 17N 7W La Crosse 0 225 155 2011 0.0 6.2 10.0 39.5 2.580 2.583
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALDENBERGER Q 23 17N 7W La Crosse 0 225 138 2014 0.0 5.3 12.0 45.3 2.561 2.809
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAFAYETTE
APPEL Q NW SW 11 1N 3E Lafayette 0 225 187 2010 0.1 1.5 4.4 9.2 37.4 2.651 1.781
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
APPEL Q NW SW 11 1N 3E Lafayette 0 225 132 2015 0.2 0.4 3.5 10.1 38.7 2.635 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
APPLE Q NW SW 11 1N 3E Lafayette 0 225 168 2014 0.7 1.5 2.4 15.1 47.5 2.568 2.931
Approved Use : CONCRETE, OGBC, Base Aggregate
BOCK HOP Q SE NE 30 4N 2E Lafayette 0 225 122 2012 11.6 7.1 12.7 41.4 2.511 3.630
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOCK HOP Q SE NE 30 4N 2E Lafayette 0 225 163 2015 7.3 3.5 12.1 43.1 2.533 3.315
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*DUNN Q SW 22 2N 3E Lafayette 0 225 216 2011 0.9 2.4 4.0 10.7 40.3 2.581 3.072
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FLANNERY Q NW SW 6 2N 5E Lafayette 0 225 164 2012 1.1 6.3 3.0 8.7 32.3 2.633 1.937
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FLANNERY Q NW SW 6 2N 5E Lafayette 0 225 125 2015 1.3 8.1 2.4 7.7 31.6 2.643 1.852
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*MAUER Q NE NE 15 1N 5E Lafayette 0 225 45 2012 6.3 5.6 7.4 30.4 2.604 2.670
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MOOTZ Q 33 4N 1E Lafayette 0 225 88 2012 3.4 7.8 10.5 36.8 2.561 2.725
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUEF Q SW SE 11 2N 3E Lafayette 0 225 89 2011 1.4 1.9 8.5 35.5 2.541 2.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUEF Q SW SE 11 2N 3E Lafayette 0 225 143 2014 1.9 3.2 2.8 9.5 34.1 2.531 2.175
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 40 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
LAFAYETTE
RUNDE Q NW NW 14 3N 1E Lafayette 0 225 238 2016 3.5 1.1 8.3 9.6 37.2 2.526 3.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAKE, IL
ANTIOCH P 9 46N 9E Lake, Il 0 225 189 2014 2.2 0.0 4.8 7.9 33.9 2.695 1.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAKELAND, MN
GREY CLOUD NELSON P S NW 31 27N 21W Lakeland, Mn 0 225 127 2016 0.1 1.9 3.9 4.2 24.0 2.674 1.422
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LANGLADE
AINSWORTH P SW SW 1 33N 12E Langlade 0 225 234 2014 0.0 1.7 3.7 16.9 2.690 0.919
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ANTIGO P SE NE 13 31N 11E Langlade 0 225 21 2014 0.0 0.5 4.6 22.0 2.679 0.693
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BENES P SW NE 8 32N 11E Langlade 0 225 241 2012 0.0 3.3 5.3 21.6 2.750 0.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOUCETTE P SE SE 15 32N 11E Langlade 0 225 171 2010 0.0 1.5 6.2 24.5 2.682 1.132
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOUCETTE P SE SE 15 32N 11E Langlade 0 225 219 2015 0.0 1.5 5.0 20.8 2.721 0.968
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HESS P SW SW 2 30N 11E Langlade 0 225 113 2011 0.0 1.9 8.1 34.3 2.657 0.630
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HESS P SW SW 2 30N 11E Langlade 0 225 45 2016 0.0 1.8 5.8 27.2 2.677 0.664
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SAMBS STONE P NW NW 11 30N 11E Langlade 0 225 6 2010 0.0 0.6 7.7 32.1 2.682 0.802
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAMBS STONE P NW NW 11 30N 11E Langlade 0 225 94 2015 0.0 1.6 6.2 26.7 2.675 0.884
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WOLF RIVER P NW SW 36 31N 14E Langlade 0 225 189 2016 0.4 0.0 2.1 7.7 26.8 2.635 0.870
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LINCLON
ROLLMAN P NE NW 11 35N 8E Linclon 0 225 192 2013 0.0 0.6 3.6 16.9 2.736 0.684
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 41 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
LINCOLN
BERGMAN P NW SE 36 33N 7E Lincoln 0 225 229 2013 0.0 1.8 5.2 22.3 2.700 1.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROCK P NE 29 31N 7E Lincoln 0 225 7 2010 0.0 1.1 6.1 24.7 2.668 1.108
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROCK P NE 29 31N 7E Lincoln 0 225 93 2015 0.0 3.2 4.1 19.0 2.685 1.094
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
COOMBS P 16 34N 7E Lincoln 0 225 19 2013 0.0 1.5 3.5 17.1 2.704 1.039
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
COOMBS SOUTH P NW 21 34N 7E Lincoln 0 225 21 2013 0.0 1.2 4.8 21.4 2.699 1.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CTH "H" P NW SW 25 33N 6E Lincoln 0 225 265 2014 0.0 0.8 4.6 19.6 2.716 1.263
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*CTH "W" P SW SE 33 31N 7E Lincoln 0 225 109 2011 0.0 1.6 4.1 22.7 2.682 0.522
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CTH R P SE NE 7 32N 7E Lincoln 0 225 209 2014 0.0 1.5 4.3 20.3 2.744 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*ERICKSON P SE SE 20 35N 7E Lincoln 0 225 160 2011 0.0 0.8 6.4 23.0 2.688 0.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAWLESS P SW SE 3 33N 8E Lincoln 0 225 227 2013 0.0 2.9 4.2 18.3 2.725 1.168
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAZIG P SW NW 31 33N 8E Lincoln 0 225 214 2014 0.0 0.9 3.2 17.7 2.685 1.085
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MR ED'S P SE SW 1 34N 6E Lincoln 0 225 43 2011 0.0 1.0 4.8 20.4 2.691 1.143
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERSON P NW SE 30 32N 6E Lincoln 0 225 263 2012 0.0 1.2 4.1 24.9 2.654 1.157
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE RIDGE P NW SW 8 31N 7E Lincoln 0 225 220 2010 0.0 2.0 4.4 19.1 2.719 0.999
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE RIDGE P NW SW 8 31N 7E Lincoln 0 225 168 2015 0.0 0.9 4.5 19.8 2.675 1.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPRING LAKE P SE NE 10 32N 7E Lincoln 0 225 215 2012 0.0 0.9 5.0 22.2 2.698 1.249
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 42 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
LINCOLN
THEILER P NE SE 2 34N 6E Lincoln 0 225 55 2012 0.0 0.9 4.4 21.0 2.745 0.748
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THEILER P NE SE 2 34N 6E Lincoln 0 225 74 2016 0.0 0.6 3.6 18.2 2.679 0.738
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*YORDE P NE SE 16 31N 4E Lincoln 0 225 110 2011 0.0 1.3 10.5 20.9 2.648 0.959
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANITOWOC
AGGRECON Q SE 33 17N 21E Manitowoc 0 225 48 2011 0.7 0.6 15.9 35.0 2.724 1.379
Approved Use : CONCRETE, OGBC, Base Aggregate
AGGRECON Q SE 33 17N 21E Manitowoc 0 225 263 2013 0.5 0.0 1.3 7.9 34.4 2.740 0.907
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
AGGRECON Q SE 33 17N 21E Manitowoc 0 225 182 2015 1.5 0.0 1.4 7.6 32.9 2.719 1.152
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
AGGRECON P SE 33 17N 21E Manitowoc 0 225 183 2015 0.0 1.0 6.2 30.3 2.765 0.811
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
AGGRECON - CAPSTONE P SE 33 17N 21E Manitowoc 0 225 228 2016 0.5 0.0 1.0 5.2 22.6 2.777 0.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BADGER PIT P E NE 18 20N 21E Manitowoc 0 225 157 2014 0.0 1.2 6.4 29.3 2.721 1.303
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BADGERLAND-SHOTO Q SE SW 20 20N 24E Manitowoc 0 225 67 2016 0.8 0.0 1.2 8.0 32.1 2.798 0.704
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BIESE P SW NE 34 18N 21E Manitowoc 0 225 12 2013 0.0 2.2 7.6 33.1 2.758 0.900
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BONDE P NE 5 17N 22E Manitowoc 0 225 127 2012 0.7 0.0 2.1 7.4 31.8 2.755 0.799
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROCKER P SW NW 20 18N 21E Manitowoc 0 225 248 2014 0.0 0.0 1.0 6.0 27.5 2.758 0.866
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
COOPERSTOWN P W SW 18 21N 22E Manitowoc 0 225 37 2016 1.5 0.0 3.0 8.1 35.1 2.692 1.786
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GRIMMS Q NE SE 6 19N 22E Manitowoc 0 225 198 2013 0.0 1.0 7.8 31.0 2.702 1.228
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GRIMMS Q NE SE 6 19N 22E Manitowoc 0 225 6 2016 0.2 1.4 7.8 30.5 2.690 1.362
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 43 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MANITOWOC
*HOLSCHBACH Q W SE 36 20N 23E Manitowoc 0 225 232 2012 0.0 2.3 10.9 39.4 2.772 0.844
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JANNETTE P NW SW 7 20N 21E Manitowoc 0 225 153 2012 0.6 4.2 2.3 6.5 29.5 2.725 1.299
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LUTZKE P SE SE 20 18N 22E Manitowoc 0 225 132 2014 0.6 0.0 1.1 5.9 28.8 2.769 0.794
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANITOWOC CO. STH 310 Q E SW 36 20N 23E Manitowoc 0 225 5 2010 2.7 0.8 6.8 31.8 2.786 0.717
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANITOWOC CO. STH 310 Q E SW 36 20N 23E Manitowoc 0 225 49 2016 0.0 0.7 6.8 30.0 2.779 0.741
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS - MISHICOT P SE SE 27 21N 23E Manitowoc 0 225 49 2010 0.9 0.0 4.1 7.2 31.9 2.682 1.510
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS - MISHICOT P SE SE 27 21N 23E Manitowoc 0 225 27 2015 0.5 0.0 3.7 7.1 32.4 2.679 1.537
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MISHICOT P NE SE 27 21N 23E Manitowoc 0 225 55 2016 0.0 1.3 6.1 28.9 2.727 1.109
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RADANDT P 33 21N 23E Manitowoc 0 225 156 2014 3.6 0.0 0.0 7.0 33.1 2.698 1.504
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*RADANDT "Q" QUARRY Q 33 21N 23E Manitowoc 0 225 152 2011 1.1 4.6 10.4 35.9 2.809 0.555
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*RADANDT - SHOTO Q SE SW 20 20N 24E Manitowoc 0 225 162 2013 0.0 2.1 7.7 32.4 2.805 0.467
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
REESE P SW SW 22 17N 21E Manitowoc 0 225 190 2013 0.0 0.1 5.3 28.8 2.748 0.870
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCKWELL LIMESTONE Q 36 20N 23E Manitowoc 0 225 146 2016 0.0 2.0 12.6 41.7 2.693 1.577
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SCHOOL HILL P NE NW 16 17N 22E Manitowoc 0 225 130 2014 0.5 0.0 1.3 6.4 27.3 2.761 0.812
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCOTT CONSTRUCTION P W NW 19 21N 22E Manitowoc 0 225 210 2016 0.0 0.5 4.6 22.1 2.898 0.541 COOPERSTOWN
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SHEBOYGAN SAND & GRAVEL P SW 9 17N 22E Manitowoc 0 225 206 2013 0.0 2.0 6.2 28.9 2.781 0.829
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 44 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MANITOWOC
WAGNER P S SW 20 18N 22E Manitowoc 0 225 183 2014 0.5 0.0 0.7 5.8 29.1 2.776 0.708
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
YANDA P N SW 34 21N 23E Manitowoc 0 225 173 2013 0.0 2.2 7.1 29.8 2.708 1.330
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARATHON
3M Q NW SE 11 29N 7E Marathon 0 225 242 2014 0.0 2.5 3.7 16.2 2.812 0.760
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ATHENS Q S SE 24 30N 4E Marathon 0 225 81 2013 0.0 0.4 4.5 23.3 2.727 0.531
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ATHENS Q S SE 24 30N 4E Marathon 0 225 243 2016 0.0 0.2 5.1 24.8 2.695 0.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BEVENT P SW NW 5 26N 9E Marathon 0 225 264 2014 0.0 1.0 7.4 30.8 2.639 1.259
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CHEROKEE Q SW NE 36 28N 2E Marathon 0 225 169 2015 0.0 0.1 5.6 29.1 2.561 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CISLER Q NW NW 5 26N 7E Marathon 0 225 93 2010 0.0 1.2 4.9 20.4 2.666 0.758
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CISLER Q NW NW 5 26N 7E Marathon 0 225 18 2013 0.0 0.9 4.2 18.3 2.663 0.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CISLER Q NW NW 5 26N 7E Marathon 0 225 29 2016 0.0 0.5 3.9 17.2 2.680 0.411
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*CORN ROAD Q SW SW 24 30N 4E Marathon 0 225 161 2011 0.0 11.8 16.6 43.1 2.771 1.530
Approved Use : CONCRETE, OGBC, Base Aggregate
*CORN ROAD Q SW SW 24 30N 4E Marathon 0 225 183 2011 0.0 0.7 8.3 33.3 2.721 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CTH "N" / MILESTONE 345 Q NW NE 19 28N 7E Marathon 0 225 11 2011 0.0 1.7 12.8 49.8 2.580 0.764
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
CTH "N" / MILESTONE 345 Q NW NE 19 28N 7E Marathon 0 225 30 2016 0.0 0.5 11.3 45.4 2.579 0.795
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*DANCY Q SW NW 32 26N 7E Marathon 0 225 164 2010 0.0 4.0 5.7 24.3 2.685 0.993
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*DANCY Q SW NW 32 26N 7E Marathon 0 225 22 2013 0.0 4.9 4.8 21.9 2.644 1.197
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 45 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MARATHON
EASTON P SW 23 29N 9E Marathon 0 225 23 2012 0.0 1.0 4.6 21.2 2.697 1.189
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HH P NE SE 24 30N 10E Marathon 0 225 229 2014 0.0 1.2 9.0 33.6 2.644 1.097
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*KAFKA QUARRY Q NE NW 3 27N 3E Marathon 0 225 10 2011 0.0 0.4 2.3 10.4 2.761 0.476
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KOOKOO CLUB Q SW NE 5 28N 6E Marathon 0 225 154 2016 0.0 0.4 6.5 25.7 2.696 1.256
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KRAMER STREET Q NW NE 10 28N 8E Marathon 0 225 60 2015 0.0 1.8 1.9 8.8 2.750 0.375
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEVERDEN MATERIALS Q NE SW 19 28N 7E Marathon 0 225 148 2011 0.0 0.6 9.3 39.1 2.611 0.650
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MEVERDEN MATERIALS Q NE SW 19 28N 7E Marathon 0 225 76 2016 0.0 0.5 8.1 36.7 2.594 1.074
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*MILESTONE WAUSAU 343 Q SW SW 13 29N 7E Marathon 0 225 205 2010 0.0 0.6 3.4 14.8 2.698 0.656
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MILESTONE WAUSAU 343 Q SW SW 13 29N 7E Marathon 0 225 50 2013 0.0 0.6 2.6 13.6 2.679 0.372
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MITCH KING P SW NE 6 26N 9E Marathon 0 225 38 2014 0.0 3.4 9.5 35.0 2.596 1.277
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORGAN P SE SW 35 29N 5E Marathon 0 225 237 2014 0.0 2.7 4.7 21.9 2.644 1.409
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MROCZINSKI P SW NW 16 29N 5E Marathon 0 225 270 2012 0.0 0.6 4.3 20.6 2.653 1.119
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL BUGAR "N" Q N NE 2 27N 2E Marathon 0 225 124 2012 0.0 0.8 5.3 23.8 2.574 1.053
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAUL BUGAR "N" Q N NE 2 27N 2E Marathon 0 225 176 2015 0.0 1.2 4.5 22.0 2.573 1.159
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PAUL BUGAR "R" Q NE NW 1 27N 2E Marathon 0 225 125 2012 0.0 1.2 19.1 34.7 2.565 1.195
Approved Use : CONCRETE, OGBC, Base Aggregate
PAUL BUGAR "R" Q NE NW 1 27N 2E Marathon 0 225 177 2015 0.0 0.9 4.7 23.1 2.626 1.037
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 46 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MARATHON
*PETERSON CTH "O" Q SW SE 34 29N 6E Marathon 0 225 267 2012 0.0 0.1 3.5 16.5 2.673 0.491
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RESCH P NW NW 1 29N 10E Marathon 0 225 242 2012 0.0 6.3 10.3 33.5 2.651 0.921
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVER P NW SE 9 27N 7E Marathon 0 225 201 2014 0.0 1.1 3.8 18.9 2.634 1.031
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*ROCK CUT Q 0 0 00 Marathon 0 225 66 2012 0.0 0.6 4.7 21.6 2.768 0.319
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE Q NE NW 36 30N 8E Marathon 0 225 213 2011 0.0 0.5 7.5 31.0 2.605 0.485
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROSE Q NE NW 36 30N 8E Marathon 0 225 31 2014 0.1 0.3 6.4 27.3 2.601 0.539
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUBY Q SE NW 22 30N 7E Marathon 0 225 214 2011 0.0 0.4 6.5 27.8 2.602 0.510
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RUBY Q SE NW 22 30N 7E Marathon 0 225 30 2014 0.2 0.5 7.5 32.5 2.577 0.732
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*STROETZ Q SW NW 10 26N 3E Marathon 0 225 177 2010 0.0 0.7 4.2 19.5 2.604 0.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*STROETZ Q SW NW 10 26N 3E Marathon 0 225 266 2013 0.0 9.9 10.3 39.7 2.549 1.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SZEWS P SW SW 4 28N 10E Marathon 0 225 257 2016 0.0 0.4 8.2 32.3 2.669 0.741
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEISENBERGER P N 1 28N 5E Marathon 0 225 135 2010 0.0 0.1 4.2 18.7 2.843 0.530
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEISENBERGER P N 1 28N 5E Marathon 0 225 24 2013 0.0 0.5 4.2 18.6 2.614 1.325
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEISENBERGER P N 1 28N 5E Marathon 0 225 32 2016 0.0 0.9 4.5 19.3 2.689 1.154
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ZIOLKOWSKI P SW SE 29 27N 9`E Marathon 0 225 23 2013 0.0 1.1 5.9 26.2 2.643 0.970
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARINETTE
ANDERSON P NW SE 6 31N 22E Marinette 0 225 172 2016 0.0 1.1 6.2 28.2 2.679 1.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 47 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MARINETTE
BEAVER Q NE NE 26 31N 20E Marinette 0 225 94 2014 1.0 3.1 6.3 27.4 2.726 1.181
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEECHER P NW NE 20 36N 21E Marinette 0 225 156 2012 0.0 3.7 7.0 29.7 2.736 0.881
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEHRENS Q NW SW 20 31N 22E Marinette 0 225 249 2014 0.0 1.7 5.6 25.7 2.730 1.034
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIEHL Q SE 4 31N 22E Marinette 0 225 126 2010 12.4 11.2 8.8 37.5 2.656 1.770
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIEHL Q SE 4 31N 22E Marinette 0 225 44 2016 7.6 4.9 7.9 34.4 2.675 1.343
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BIEHL 11TH ROAD Q NW NW 19 30N 21E Marinette 0 225 15 2011 0.5 2.3 7.2 31.2 2.704 1.541
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BIEHL 11TH ROAD Q NW NW 19 30N 21E Marinette 0 225 18 2014 2.1 0.3 5.9 27.1 2.727 1.100
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NOLL P NW SW 8 30N 21E Marinette 0 225 212 2010 0.0 2.0 6.0 27.6 2.672 1.353
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NOLL P NW SW 8 30N 21E Marinette 0 225 85 2015 0.5 0.0 3.4 5.0 29.2 2.716 1.104
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NORROK Q NE SE 30 31N 22E Marinette 0 225 163 2014 2.5 2.8 6.5 29.2 2.719 1.318
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PEMBINE P SW NW 13 37N 20E Marinette 0 225 15 2014 0.0 0.4 4.8 20.8 2.755 0.916
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS - BIUNDO Q SE NW 33 30N 22E Marinette 0 225 52 2010 3.1 0.5 4.2 6.9 29.2 2.706 1.393
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS - BIUNDO Q SE NW 33 30N 22E Marinette 0 225 213 2014 1.3 1.1 1.2 5.3 26.6 2.725 1.462
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAYLOR P NE NW 26 34N 20E Marinette 0 225 260 2014 4.9 7.8 8.4 34.0 2.660 1.652
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWER P W NE 34 31N 20E Marinette 0 225 16 2011 0.0 2.6 5.5 26.2 2.709 1.146
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWER P W NE 34 31N 20E Marinette 0 225 53 2016 0.0 1.3 4.6 24.4 2.712 1.081
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 48 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MARINETTE
TRADING POST P NE NW 22 34N 20E Marinette 0 225 210 2014 0.0 0.6 3.8 20.2 2.707 1.171
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
V.M.I. P NE SW 17 31N 21E Marinette 0 225 202 2012 7.5 3.9 6.0 27.1 2.775 0.635
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAGNER Q NW 17 33N 22E Marinette 0 225 252 2014 0.5 1.3 6.8 29.9 2.733 1.375
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCHENRY, IL
GANDER MOUNTAIN P 5 46N 9E Mchenry, Il 0 225 84 2013 6.6 2.0 4.5 21.2 2.698 1.611
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUPER AGGREGATE - P SE 1 46N 7E Mchenry, Il 0 225 88 2016 1.6 3.2 1.7 6.9 34.8 2.677 1.525 BURGETT LAKES
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILWAUKEE
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 71 2012 16.6 3.3 4.6 22.5 2.638 1.556
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 100 2013 0.4 2.6 1.3 5.2 24.8 2.624 1.788
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 231 2013 0.4 0.0 0.7 6.0 29.3 2.604 2.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 70 2016 3.5 15.1 2.8 4.4 21.7 2.636 2.235
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FRANKLIN Q NE 10 5N 21E Milwaukee 0 225 188 2016 0.3 1.3 1.1 5.6 26.0 2.639 1.453
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*VULCAN (RAWSON) Q NE NE 10 5N 21E Milwaukee 0 225 11 2012 0.4 0.3 1.8 8.6 29.0 2.519 2.568
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONROE
BJORNSTAD Q NE SW 35 15N 4W Monroe 0 225 13 2012 0.0 6.0 9.7 36.7 2.606 2.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BJORNSTAD Q NE SW 35 15N 4W Monroe 0 225 52 2015 0.0 6.3 12.9 41.3 2.562 2.743
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BRUEGGEMAN Q NE NW 29 15N 2W Monroe 0 225 46 2014 0.4 0.0 5.0 9.6 39.4 2.587 2.639
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 49 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MONROE
DONSKEY Q NW SE 11 16N 3W Monroe 0 225 234 2012 0.0 3.6 9.6 37.3 2.628 2.113
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DONSKEY Q NW SE 11 16N 3W Monroe 0 225 112 2015 0.0 2.4 9.2 37.6 2.625 1.979
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DUNN Q NE SW 19 15N 3W Monroe 0 225 244 2011 0.0 3.6 12.3 45.0 2.580 2.624
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DUNN Q NE SW 19 15N 3W Monroe 0 225 217 2014 0.0 6.7 14.2 46.9 2.591 2.472
Approved Use : CONCRETE, OGBC, Base Aggregate
ENDRES Q NE SW 22 18N 4W Monroe 0 225 175 2010 0.0 2.5 11.4 44.8 2.627 2.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ENDRES Q NE SW 22 18N 4W Monroe 0 225 149 2013 0.0 5.2 14.1 48.3 2.574 2.786
Approved Use : CONCRETE, OGBC, Base Aggregate
ENDRES Q NE SW 22 18N 4W Monroe 0 225 229 2016 3.2 0.0 5.0 17.2 56.1 2.548 2.945
ENDRES Q NE SW 22 18N 4W Monroe 0 225 235 2016 0.4 0.0 4.0 11.4 41.7 2.637 1.913
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*GERKE Q NE SE 36 17N 1W Monroe 0 225 265 2012 0.9 0.0 8.6 13.0 43.4 2.574 2.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KING Q SE SE 1 16N 1W Monroe 0 225 70 2013 0.0 13.1 10.7 40.8 2.546 3.065
Approved Use : Base Aggregate
KING Q SE SE 1 16N 1W Monroe 0 225 130 2016 0.0 3.0 8.1 34.4 2.637 1.999
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MENN Q SW NW 2 15N 2W Monroe 0 225 86 2010 0.9 0.0 1.0 10.4 40.9 2.580 2.501
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MENN Q SW NW 2 15N 2W Monroe 0 225 92 2016 0.4 0.0 3.4 19.1 45.9 2.532 3.242
Approved Use : CONCRETE, Base Aggregate
O'ROURKE Q SE SW 3 16N 1W Monroe 0 225 103 2011 0.0 4.9 11.3 41.2 2.581 2.408
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
O'ROURKE Q SE SW 3 16N 1W Monroe 0 225 216 2014 0.0 5.6 14.9 47.4 2.515 3.312
Approved Use : CONCRETE, OGBC, Base Aggregate
REVELS QUARRY Q NW SE 1 16N 3W Monroe 0 225 121 2014 0.2 0.0 9.2 13.9 44.2 2.523 3.227
Approved Use : CONCRETE, OGBC, Base Aggregate
Page 50 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
MONROE
SCHMITZ Q SW 18 15N 2W Monroe 0 225 44 2014 0.0 3.3 9.7 35.3 2.630 1.862
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*THONESEN Q 20 15N 1E Monroe 0 225 180 2013 0.0 13.8 14.1 46.0 2.554 3.116
Approved Use : Base Aggregate
WIEDL Q NW NW 29 16N 2W Monroe 0 225 239 2013 0.0 10.0 13.0 47.1 2.520 3.037
Approved Use : HMA<E-3, CONCRETE, OGBC, Base Aggregate
WIEDL Q NW NW 29 16N 2W Monroe 0 225 195 2016 2.0 0.0 4.6 11.3 39.7 2.547 2.814
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WILSON Q SW NE 7 16N 1W Monroe 0 225 99 2011 0.0 3.2 9.1 37.3 2.610 2.319
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WILSON Q SW NE 7 16N 1W Monroe 0 225 218 2014 0.0 4.2 10.0 38.9 2.617 2.201
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OCONTO
CAELWAERTS Q NE SE 31 29N 22E Oconto 0 225 150 2011 4.9 4.5 7.0 28.5 2.708 1.127
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAELWAERTS Q NE SE 31 29N 22E Oconto 0 225 50 2012 2.6 0.3 16.8 25.6 2.722 1.114
Approved Use : CONCRETE, Base Aggregate
CAELWAERTS Q NE SE 31 29N 22E Oconto 0 225 241 2016 7.7 2.6 4.6 25.7 2.721 1.160
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CHASE (NEA) Q NW NE 17 26N 19E Oconto 0 225 185 2010 0.6 2.9 4.3 18.9 2.764 0.731
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHASE (NEA) Q NW NE 17 26N 19E Oconto 0 225 15 2013 0.6 1.9 4.5 19.8 2.765 0.780
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHASE (NEA) Q NW NE 17 26N 19E Oconto 0 225 48 2016 0.2 1.2 3.9 20.7 2.759 0.821
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
D and J CHASE Q E NE 17 26N 19E Oconto 0 225 118 2016 0.4 8.3 1.3 6.2 26.8 2.718 1.279
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*GERSEK #26 Q SW NE 4 26N 19E Oconto 0 225 124 2010 4.1 6.5 6.4 28.0 2.750 1.124
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*GERSEK #26 Q SW NE 4 26N 19E Oconto 0 225 264 2013 0.9 2.2 2.6 6.7 28.5 2.737 1.051
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 69 2010 1.7 1.4 3.2 6.1 25.6 2.711 1.064
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 51 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
OCONTO
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 231 2011 0.2 2.3 3.8 5.9 24.8 2.731 1.040
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 49 2012 0.0 2.7 0.8 7.1 30.2 2.689 1.449
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 111 2012 8.1 4.9 7.1 30.2 2.701 1.401
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 51 2013 1.4 10.4 10.9 6.3 27.8 2.664 1.618
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUEGER Q SE SE 6 27N 21E Oconto 0 225 35 2016 0.0 1.2 2.5 6.3 29.1 2.693 1.313
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAUERSDORF Q NE SW 35 29N 18E Oconto 0 225 99 2016 0.9 1.4 0.7 8.5 35.6 2.700 1.396
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MCKEEFRY - CHASE P NW SE 3 26N 19E Oconto 0 225 242 2016 0.8 1.3 0.4 6.5 29.0 2.743 0.970
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS CHASE Q NE SW 17 26N 19E Oconto 0 225 248 2012 0.0 1.8 2.8 6.1 25.3 2.723 1.067
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS CHASE Q NE SW 17 26N 19E Oconto 0 225 21 2015 2.0 2.4 4.8 22.1 2.733 0.924
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONTEVIDEO QUARRY Q NW NE 3 26N 20E Oconto 0 225 208 2011 1.8 4.0 6.5 26.0 2.769 0.946
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MONTEVIDEO QUARRY Q NW NE 3 26N 20E Oconto 0 225 212 2014 0.2 5.8 2.3 5.9 25.6 2.734 0.989
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOUNTAIN STONEWORKS INC. P NW 3 31N 16E Oconto 0 225 241 2013 0.0 0.5 5.2 23.1 2.674 0.529
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 66 2010 2.4 3.5 5.1 22.8 2.743 0.800
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 96 2012 3.6 6.2 4.8 22.7 2.762 0.837
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 52 2013 0.4 4.6 3.6 4.7 21.8 2.751 0.937
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 61 2014 2.5 2.8 5.2 23.3 2.750 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 52 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
OCONTO
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 81 2015 0.7 4.2 3.9 5.6 24.9 2.731 0.995
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERS CHASE #5 Q NW 17 26N 19E Oconto 0 225 39 2016 1.8 2.6 5.3 24.4 2.720 1.033
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PETERSON "CC" P S NW 32 28N 19E Oconto 0 225 141 2010 0.3 1.8 0.1 5.9 29.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PETERSON "CC" P S NW 32 28N 19E Oconto 0 225 102 2015 0.2 0.0 3.3 6.8 30.5 2.734 1.134
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPRAGUE P SE NE 16 30N 19E Oconto 0 225 33 2016 1.2 0.0 7.4 8.1 31.2 2.687 1.305
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
TOWNSEND P SE SW 15 33N 15E Oconto 0 225 224 2013 0.0 0.7 4.0 17.3 2.680 0.584
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*VAN DONSEL Q SW NE 4 26N 19E Oconto 0 225 249 2012 0.5 1.2 3.2 7.5 29.5 2.744 1.055
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WAHL P SE NE 15 27N 19E Oconto 0 225 209 2011 3.2 0.2 5.7 27.9 2.706 1.089
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WASCHBISCH P SE NE 22 28N 19E Oconto 0 225 203 2012 2.2 2.9 8.1 34.1 2.740 1.020
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ONEIDA
A-FRAME P NE NE 22 37N 6E Oneida 0 225 169 2016 0.0 0.3 4.6 20.3 2.681 1.169
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BLUE LAKE P SW SE 27 39N 6E Oneida 0 225 74 2013 0.0 0.2 3.9 18.8 2.711 0.705
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAZELHURST P NE SE 15 37N 6E Oneida 0 225 219 2013 0.0 0.8 2.3 12.4 2.733 0.656
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K-PIT ONEIDA P NW NW 6 36N 8E Oneida 0 225 194 2013 0.0 0.7 5.6 25.1 2.674 0.975
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KING Q NW NW 19 38N 10E Oneida 0 225 99 2013 0.0 0.3 5.9 29.5 2.622 0.523
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KING Q NW NW 19 38N 10E Oneida 0 225 121 2016 0.0 0.3 9.5 40.2 2.608 0.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KLAVER P NW SE 4 36N 8E Oneida 0 225 251 2014 0.0 1.0 4.8 22.5 2.715 1.157
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 53 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
ONEIDA
LUND / RIOPEL P SW SW 6 36N 8E Oneida 0 225 5 2013 0.0 1.2 3.3 16.7 2.694 0.936
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MONICO (MICHELS) P NW SE 26 36N 11E Oneida 0 225 164 2014 0.0 0.5 2.3 10.5 2.709 0.715
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
POMMERENING P SE SW 36 36N 8E Oneida 0 225 195 2013 0.0 0.4 4.1 18.4 2.721 0.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVER BEND P 22 36N 9E Oneida 0 225 193 2013 0.0 0.3 13.6 28.7 2.723 0.724
Approved Use : CONCRETE, OGBC, Base Aggregate
RIVER ROAD P NW SE 3 39N 9E Oneida 0 225 199 2012 0.0 1.9 4.2 17.7 2.748 0.705
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCKY RUN P SW 14 37N 6E Oneida 0 225 131 2013 0.0 1.5 3.9 18.2 2.728 0.757
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAYLOR #1 P NW NW 16 36N 9E Oneida 0 225 191 2013 0.0 0.2 4.9 22.8 2.725 0.786
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THREE LAKES P SW NE 5 37N 11E Oneida 0 225 223 2014 0.0 0.4 4.3 19.8 2.773 0.745
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OUTAGAMIE
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 36 2010 0.1 2.4 1.0 7.6 21.8 2.746 0.915
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 52 2012 0.1 0.9 0.2 4.8 21.0 2.769 0.871
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 59 2013 0.1 0.7 0.8 4.8 16.8 2.632 0.478
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 187 2014 0.1 0.5 0.1 3.8 17.0 2.805 0.463
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - FREEDOM Q SW NE 10 22N 18E Outagamie 0 225 68 2015 0.8 0.8 1.0 4.6 20.6 2.791 0.616
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - ROCK RD Q NE NW 20 22N 17E Outagamie 0 225 146 2010 3.0 1.2 15.8 34.6 2.673 1.663
Approved Use : CONCRETE, OGBC, Base Aggregate
CAREW - ROCK RD Q NE NW 20 22N 17E Outagamie 0 225 60 2013 1.1 2.5 7.8 32.0 2.707 1.232
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CAREW - ROCK RD Q NE NW 20 22N 17E Outagamie 0 225 82 2016 0.7 3.7 5.6 27.6 2.701 1.363
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 54 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
OUTAGAMIE
DELPHOSE P W SE 2 22N 18E Outagamie 0 225 62 2012 0.0 4.2 4.4 22.0 2.778 0.808
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DREPHALS Q E 17 24N 17E Outagamie 0 225 67 2011 0.4 4.0 7.5 31.4 2.719 1.263
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DREPHALS Q E 17 24N 17E Outagamie 0 225 131 2014 0.3 2.1 6.9 30.6 2.721 1.348
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FREEDOM - N.E.A. Q NE NW 10 22N 18E Outagamie 0 225 14 2014 0.5 0.4 4.6 20.5 2.790 0.671
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*GERSEK ONEIDA #12 Q SW SE 25 24N 18E Outagamie 0 225 51 2012 11.5 31.6 8.2 31.0 2.811 1.759
*GERSEK ONEIDA #12 Q SW SE 25 24N 18E Outagamie 0 225 72 2013 0.2 5.1 4.9 6.3 24.2 2.810 0.909
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*KAUKAUNA Q 18 21N 19E Outagamie 0 225 155 2012 2.6 5.3 4.1 18.8 2.763 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*KAUKAUNA Q 18 21N 19E Outagamie 0 225 190 2016 0.2 23.1 17.0 5.3 24.3 2.732 1.242
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 34 2010 1.0 2.2 4.3 19.2 2.753 0.960
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 66 2011 2.8 2.6 4.7 20.4 2.752 0.855
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 29 2012 0.1 0.4 1.1 4.4 19.7 2.775 0.715
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 48 2013 0.2 1.7 2.0 4.6 20.4 2.757 0.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 261 2014 0.1 0.8 0.2 4.0 18.9 2.755 0.997
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 105 2015 0.1 0.5 2.4 4.3 18.8 2.767 0.789
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MACKVILLE Q SW NE 33 22N 17E Outagamie 0 225 84 2016 0.4 2.7 0.8 4.7 21.5 2.751 0.940
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC- FREEDOM WEST Q NE SE 17 22N 18E Outagamie 0 225 171 2013 0.3 1.5 0.7 5.0 21.0 2.772 0.815
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 55 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
OUTAGAMIE
MCC- FREEDOM WEST Q NE SE 17 22N 18E Outagamie 0 225 160 2016 0.4 12.0 0.2 5.6 23.7 2.768 0.823
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS GARVEY Q SE SE 17 22N 17E Outagamie 0 225 60 2010 1.5 2.8 5.9 27.8 2.692 1.446
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS GARVEY Q SE SE 17 22N 17E Outagamie 0 225 200 2013 1.0 5.0 5.8 22.3 2.721 1.254
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS GARVEY Q SE SE 17 22N 17E Outagamie 0 225 36 2016 0.6 1.9 7.0 31.4 2.682 1.428
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*N.E. ASPH. FREEDOM Q NE NW 10 22N 18E Outagamie 0 225 20 2011 3.4 1.0 3.8 18.3 2.779 0.670
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*NELSON Q NE NW 36 24N 18E Outagamie 0 225 48 2010 6.6 3.0 7.6 31.8 2.703 1.414
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*NELSON Q NE NW 36 24N 18E Outagamie 0 225 39 2013 0.9 8.8 5.4 4.3 21.0 2.747 0.955
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*NELSON Q NE NW 36 24N 18E Outagamie 0 225 199 2015 0.0 35.7
NEW LONDON Q 30 22N 15E Outagamie 0 225 134 2010 2.5 1.4 8.4 36.2 2.657 1.552
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEW LONDON Q 30 22N 15E Outagamie 0 225 107 2013 0.5 0.9 6.6 30.6 2.715 1.125
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEW LONDON Q 30 22N 15E Outagamie 0 225 192 2016 8.3 8.8 7.4 31.7 2.691 1.467
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SEYMOUR Q SW SE 31 24N 18E Outagamie 0 225 68 2011 0.0 1.6 2.1 5.0 22.1 2.769 0.749
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEYMOUR Q SW SE 31 24N 18E Outagamie 0 225 162 2014 3.4 1.8 6.1 24.2 2.749 1.062
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OZAUKEE
HARTMAN SPRING LAKE P SE NE 3 12N 21E Ozaukee 0 225 193 2014 0.5 0.0 2.6 8.8 42.1 2.713 0.943
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TUBE CITY IMS-CHARTER Q Ozaukee 0 225 23 2014 0.6 1.6 4.3 19.8 3.654 1.194 STEEL (SLAG)
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
TUBE CITY IMS-CHARTER Q Ozaukee 0 225 87 2015 0.0 1.3 6.4 29.3 3.619 1.658 STEEL (SLAG)
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 56 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
PEPIN
DURAND Q SW SW 33 25N 13W Pepin 0 225 212 2012 0.0 2.1 10.9 38.4 2.580 2.677
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DURAND Q SW SW 33 25N 13W Pepin 0 225 190 2015 0.0 3.0 10.4 37.9 2.586 2.632
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PATNODE Q 8 25N 14W Pepin 0 225 109 2016 0.0 2.0 7.8 31.5 2.608 2.174
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STOCKHOLM Q NW NW 7 23N 15W Pepin 0 225 64 2015 0.0 4.6 9.6 32.8 2.577 2.441
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PIERCE
*BOOKS Q NW NE 5 24N 15W Pierce 0 225 266 2012 0.0 6.2 10.4 38.7 2.542 2.898
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DON MILLER Q N NE 10 27N 15W Pierce 0 225 191 2015 0.0 6.3 10.3 36.1 2.555 2.717
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ELMWOOD Q SE SE 36 27N 15W Pierce 0 225 79 2010 0.0 7.0 11.7 40.7 2.512 3.505
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ELMWOOD Q SE SE 36 27N 15W Pierce 0 225 257 2013 0.0 8.8 12.9 43.6 2.522 3.413
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ELMWOOD Q SE SE 36 27N 15W Pierce 0 225 164 2016 0.0 3.9 8.3 30.5 2.666 1.573
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*HAGER CITY P NE 33 25N 18W Pierce 0 225 79 2011 0.0 3.1 5.1 23.2 2.661 1.277
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*JOHNSON Q NW NW 6 26N 19W Pierce 0 225 171 2012 0.0 6.1 8.2 32.1 2.584 2.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KAASA Q 15 24N 16W Pierce 0 225 61 2015 0.0 5.4 11.6 42.0 2.551 2.801
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORRISON Q SE NW 35 25N 18W Pierce 0 225 62 2010 0.0 5.1 10.8 41.1 2.626 2.043
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MORRISON Q SE NW 35 25N 18W Pierce 0 225 122 2013 0.0 3.6 7.2 32.4 2.642 1.821
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORRISON Q SE NW 35 25N 18W Pierce 0 225 196 2016 2.1 0.0 2.1 7.3 31.2 2.665 1.622
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PRESCOTT Q NW NW 12 26N 20W Pierce 0 225 160 2012 0.0 2.5 10.6 39.2 2.525 3.089
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 57 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
PIERCE
PRESCOTT Q NW NW 12 26N 20W Pierce 0 225 252 2016 0.0 3.5 8.6 34.8 2.604 2.321
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*ROCK CUT Q Pierce 0 225 222 2012 0.0 1.4 7.9 32.1 2.671 1.426
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SPRINGVALLEY Q NE NE 16 27N 15W Pierce 0 225 42 2011 0.0 10.3 7.2 30.4 2.618 1.955
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SPRINGVALLEY Q NE NE 16 27N 15W Pierce 0 225 63 2014 0.0 0.7 6.4 30.2 2.596 2.114
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SVEC Q E NW 17 26N 18W Pierce 0 225 237 2012 0.0 11.3 10.9 37.1 2.612 2.429
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SVEC Q E NW 17 26N 18W Pierce 0 225 115 2016 0.0 7.8 9.9 34.2 2.609 2.499
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*WAYNE ANDERSON Q NW NE 9 25N 18W Pierce 0 225 230 2013 0.0 10.9 10.8 37.8 2.592 2.566
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WIESER Q E NE 9 25N 16W Pierce 0 225 89 2013 0.0 3.3 7.1 35.2 2.578 2.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE CO., MN
CLARK P NW SW 26 41N 17W Pine Co., Mn 0 225 181 2011 1.2 3.8 3.5 17.8 2.810 0.840
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARK P NW SW 26 41N 17W Pine Co., Mn 0 225 166 2016 3.9 3.1 3.1 15.9 2.781 1.402
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
POLK
BOHN #2 P SW NE 21 37N 17W Polk 0 225 244 2012 0.0 2.1 3.5 19.1 2.735 1.137
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DRESEL POLK P NW NW 24 35N 17W Polk 0 225 158 2010 0.0 2.1 4.4 19.1 2.740 1.308
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DRESEL POLK P NW NW 24 35N 17W Polk 0 225 223 2012 0.0 4.2 4.8 19.5 2.728 1.178
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DRESSER TRAP Q 5 33N 18W Polk 0 225 160 2010 0.0 4.1 2.7 11.9 2.958 0.606
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE
DRESSER TRAP Q 5 33N 18W Polk 0 225 168 2013 0.0 1.4 3.8 15.2 2.946 0.702
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 58 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
POLK
DRESSER TRAP Q 5 33N 18W Polk 0 225 25 2016 0.0 3.6 4.6 16.8 2.880 0.792
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*FRATTS - BOSS CENTURA P 15 34N 18W Polk 0 225 91 2011 0.0 6.3 4.1 16.6 2.709 1.021
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON P NW SW 35 34N 16W Polk 0 225 137 2011 0.0 1.8 3.2 15.0 2.741 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON P NW SW 35 34N 16W Polk 0 225 22 2016 0.0 1.6 2.9 14.7 2.744 1.035
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAKETOWN Q SW SE 12 36N 18W Polk 0 225 149 2015 0.0 0.5 0.9 9.3 2.993 0.243
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
NYRENE P SW NE 23 36N 18W Polk 0 225 136 2012 0.0 4.7 4.2 19.0 2.710 1.291
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OSCEOLA P NW SE 16 33N 18W Polk 0 225 70 2011 0.0 2.5 3.5 15.9 2.789 0.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OSCEOLA P NW SE 16 33N 18W Polk 0 225 153 2011 0.0 3.4 3.7 16.3 2.775 1.045
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OSCEOLA P NW SE 16 33N 18W Polk 0 225 42 2015 0.0 3.4 5.8 18.3 2.780 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PALMER P SW 6 35N 17W Polk 0 225 16 2010 0.0 2.4 4.1 16.9 2.778 0.934
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PALMER P SW 6 35N 17W Polk 0 225 79 2016 0.0 1.6 5.9 19.5 2.718 0.905
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SWANSON P S SW 30 34N 16W Polk 0 225 28 2010 0.0 4.9 3.9 18.2 2.761 1.116
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SWANSON P S SW 30 34N 16W Polk 0 225 43 2015 0.0 4.0 4.8 19.1 2.758 1.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*TURTLE LAKE P S 14 34N 15W Polk 0 225 212 2011 0.0 2.4 5.0 21.6 2.770 1.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALKER P SE SE 23 34N 17W Polk 0 225 167 2013 0.0 3.0 3.9 17.3 2.765 1.304
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PORTAGE
BOULDER HILL P SW NE 22 22N 9E Portage 0 225 20 2013 0.0 1.8 7.4 29.3 2.661 1.054
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 59 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
PORTAGE
CUSTER P E 4 23N 9E Portage 0 225 39 2011 0.0 1.7 6.3 27.7 2.669 0.943
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CUSTER P E 4 23N 9E Portage 0 225 31 2016 0.0 1.9 7.1 27.6 2.680 0.868
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DB Q SW SW 1 25N 7E Portage 0 225 195 2010 0.0 1.1 4.2 18.7 2.629 0.778
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DB Q SW SW 1 25N 7E Portage 0 225 250 2014 0.0 1.3 4.7 20.5 2.634 0.643
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FAHRNER - BANCROFT P SE SE 18 21N 9E Portage 0 225 19 2015 0.0 3.9 7.9 29.2 2.770 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE SOMERS P NE NE 29 23N 9E Portage 0 225 219 2012 0.0 5.8 6.8 28.4 2.685 1.121
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MILESTONE SOMERS P NE NE 29 23N 9E Portage 0 225 18 2015 0.0 2.5 6.9 28.8 2.685 1.206
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PERZINSKI P SE SE 20 23N 9E Portage 0 225 32 2014 0.0 1.5 6.7 27.3 2.681 1.145
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PLOVER P SW SW 5 22N 9E Portage 0 225 65 2012 0.0 0.4 15.9 37.0 2.663 1.151
Approved Use : CONCRETE, OGBC, Base Aggregate
*RASSMUSSEN Q NE SW 33 25N 7E Portage 0 225 144 2012 0.0 5.6 6.3 23.8 2.705 1.299
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STUCZYNSKI (DUFFEK) P NE NW 4 23N 9E Portage 0 225 267 2014 0.0 2.5 7.6 26.9 2.631 1.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WIMMIE P NW 28 23N 9E Portage 0 225 65 2011 0.0 0.3 4.4 23.2 2.700 0.892
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WIMMIE P NW 28 23N 9E Portage 0 225 43 2016 0.2 0.0 0.8 5.1 24.3 2.705 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PRICE
HAY CREEK (PRICE) P SE 4 35N 1E Price 0 225 224 2014 0.0 1.9 4.9 19.9 2.674 1.183
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRAUS P E NE 7 34N 3E Price 0 225 226 2014 0.0 4.3 3.8 18.3 2.709 1.125
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEECK READY MIX P NW NW 31 39N 1E Price 0 225 98 2014 0.0 0.9 3.8 18.1 2.745 0.739
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 60 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
PRICE
NLC PHILLIPS P SW SW 5 37N 1E Price 0 225 226 2016 0.0 1.1 4.8 21.7 2.683 0.904
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*PHILLIPS P SW SW 5 37N 1E Price 0 225 143 2011 0.0 1.4 7.0 19.9 2.695 1.279
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PHILLIPS AIRPORT P 31 38N 1E Price 0 225 215 2013 0.0 1.0 4.8 21.8 2.692 0.913
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMITT P S NE 15 40N 2E Price 0 225 237 2015 0.0 2.0 5.0 21.2 2.694 1.196
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SETTERMANS P NE 36 39N 1W Price 0 225 1 2010 0.0 1.9 4.9 20.8 2.720 0.709
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SETTERMANS P NE 36 39N 1W Price 0 225 230 2016 0.0 1.1 4.5 20.2 2.717 0.689
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SMASAL P SE 25 39N 1W Price 0 225 2 2010 0.0 2.1 3.4 16.8 2.737 0.645
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SMASAL P SE 25 39N 1W Price 0 225 50 2015 0.0 1.7 15.5 16.6 2.724 0.993
Approved Use : CONCRETE, OGBC, Base Aggregate
RACINE
BAUMEISTER P NW 19 2N 19E Racine 0 225 171 2011 0.0 3.8 5.7 26.4 2.649 1.950
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BAUMEISTER P NW 19 2N 19E Racine 0 225 112 2016 0.0 3.2 5.7 25.5 2.632 1.516
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
BURLINGTON SPRING VALLEY P 6 2N 19E Racine 0 225 114 2016 2.0 8.5 3.3 7.2 31.9 2.646 1.913
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CRETEX Q NE 4 2N 19E Racine 0 225 86 2012 2.1 0.0 3.0 6.5 26.9 2.667 1.585
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CRETEX Q NE 4 2N 19E Racine 0 225 108 2016 0.0 11.1 7.6 27.3 2.615 2.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HILLSIDE P SE 7 2N 19E Racine 0 225 108 2014 0.5 0.0 1.0 5.1 24.4 2.696 1.239
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G - RFD-2 P SW 9 2N 19E Racine 0 225 141 2013 1.2 8.1 8.7 6.5 27.9 2.664 1.584
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G-KRUEGER CTH P 13 3N 19E Racine 0 225 34 2013 2.9 0.0 7.5 6.2 25.6 2.623 1.925 "J"
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 61 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
RACINE
JW PETERS-MAIN P NW 6 2N 19E Racine 0 225 33 2013 1.5 0.0 4.5 5.4 25.0 2.682 1.387
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*JW PETERS-WARREN Q NE 4 2N 19E Racine 0 225 36 2013 1.0 0.0 8.4 6.4 25.3 2.656 1.659
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
P&D HONEY CREEK P NW 6 3N 19E Racine 0 225 30 2013 0.1 0.0 3.4 5.3 24.6 2.690 1.366
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*PARKVIEW ROCHESTER P SW 3 3N 19E Racine 0 225 5 2011 0.0 4.6 2.9 22.6 2.722 0.973
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAYNE AND DOLAN / RACINE Q S 29 4N 23E Racine 0 225 43 2014 0.1 0.0 0.9 4.7 20.5 2.758 0.999
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE LAKE MATERIALS P NE 35 3N 19E Racine 0 225 28 2012 0.5 0.0 6.2 4.6 29.0 2.670 1.534
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE LAKE MATERIALS P NE 35 3N 19E Racine 0 225 117 2016 0.6 7.3 2.3 5.7 29.6 2.676 1.793
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PRAGER P N SW 7 4N 19E Racine 0 225 40 2014 0.4 0.0 1.0 4.6 21.3 2.724 1.120
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUPER AGGREGATE / P SW SE 28 4N 19E Racine 0 225 29 2014 0.6 0.0 4.5 6.3 29.5 2.649 1.544 WATERFORD
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*VULCAN RACINE Q S 29 4N 23E Racine 0 225 168 2011 0.0 9.7 6.5 25.3 2.723 1.378
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RICHLAND
ALVA MILLER Q 17 9N 2W Richland 0 225 219 2016 0.0 2.2 7.3 30.3 2.692 1.299
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*BAILEY Q SE SE 22 9N 2W Richland 0 225 207 2012 1.5 6.4 9.3 9.5 37.7 2.631 2.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOSSTOWN Q NW SW 27 11N 2W Richland 0 225 104 2011 0.0 4.8 9.6 35.3 2.625 2.070
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BOSSTOWN Q NW SW 27 11N 2W Richland 0 225 185 2015 0.0 1.3 8.4 33.0 2.640 1.842
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
DOOLEY Q 9 12N 2E Richland 0 225 36 2012 0.0 7.0 9.6 36.6 2.619 2.316
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DOOLEY Q 9 12N 2E Richland 0 225 187 2015 0.0 1.7 9.2 35.8 2.637 1.851
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 62 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
RICHLAND
HOUSEHOLDER Q NW SE 15 10N 1E Richland 0 225 31 2011 0.0 9.9 11.4 40.1 2.563 2.067
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HOUSEHOLDER Q NW SE 15 10N 1E Richland 0 225 37 2014 0.0 8.6 12.7 41.0 2.556 2.657
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*HUTH Q SE SE 4 10N 1E Richland 0 225 213 2013 0.0 9.1 11.7 40.5 2.611 2.328
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*PELICAN PROJECT P 32 9N 2E Richland 0 225 227 2011 3.1 0.0 2.3 7.3 28.6 2.539 2.162
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHANNON Q NW SW 32 10N 1W Richland 0 225 165 2012 2.4 0.0 0.0 8.3 35.5 2.651 1.817
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHANNON Q NW SW 32 10N 1W Richland 0 225 179 2016 1.0 4.2 4.9 8.4 35.3 2.625 1.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
STAFFORD / HWY 56 Q SE NE 25 12N 2W Richland 0 225 139 2014 0.6 14.5 13.1 12.7 36.4 2.593 1.836
Approved Use : Base Aggregate
UNBERHAUN Q 34 10N 1E Richland 0 225 144 2014 1.0 7.0 6.9 10.7 35.1 2.612 1.884
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCK
BJOIN Q SW SW 36 3N 11E Rock 0 225 48 2012 3.8 10.4 8.2 35.0 2.614 2.597
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BJOIN Q SW SW 36 3N 11E Rock 0 225 195 2014 0.9 1.1 6.0 27.9 2.640 2.415
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*BRAUKHOFF Q S SW 26 2N 14E Rock 0 225 32 2012 1.9 0.9 9.4 10.0 37.4 2.564 3.060
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CRONIN P S SE 5 2N 13E Rock 0 225 227 2012 6.5 0.0 1.5 4.5 24.2 2.655 1.684
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
CRONIN P S SE 5 2N 13E Rock 0 225 1 2013 3.3 0.0 1.4 5.0 29.5 2.665 1.624
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*EGAN P SW NW 13 2N 10E Rock 0 225 207 2011 3.1 0.0 4.8 6.7 30.1 2.599 2.441
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
EMPIRE LIME Q SW NE 21 1N 12E Rock 0 225 239 2016 1.5 6.3 12.6 11.8 41.4 2.564 3.333
Approved Use : Base Aggregate
*FOOTVILLE ROCK & LIME Q SE NW 2 2N 10E Rock 0 225 157 2013 10.1 15.2 11.7 41.8 2.567 3.458
Approved Use : Base Aggregate
Page 63 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
ROCK
FRANK BROS MH P SW NE 2 3N 13E Rock 0 225 121 2015 0.9 0.0 5.1 6.5 30.2 2.650 2.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FRANK BROS. MH Q SW NE 2 3N 13E Rock 0 225 82 2011 2.3 1.8 12.4 10.2 39.7 2.501 4.272
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FRANK BROS. MH Q SW NE 2 3N 13E Rock 0 225 117 2014 5.7 1.8 12.3 10.3 41.9 2.481 4.392
Approved Use : HMA<E-3, HMA>=E-3, OGBC, Base Aggregate
FRANK BROS. MH Q SW NE 2 3N 13E Rock 0 225 143 2016 0.2 4.0 8.7 8.5 35.5 2.626 2.347
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HALDERSON Q 22 1N 13E Rock 0 225 190 2011 6.9 13.3 10.9 40.0 2.530 3.807
Approved Use : Base Aggregate
HALDERSON Q 22 1N 13E Rock 0 225 137 2013 3.8 5.8 9.8 9.9 37.2 2.545 3.872
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALDERSON Q 22 1N 13E Rock 0 225 93 2016 2.0 10.1 14.0 11.7 41.5 2.528 3.593
Approved Use : Base Aggregate
HURD PIT P NW SW 15 4N 12E Rock 0 225 108 2015 4.2 0.0 2.2 5.7 27.5 2.645 1.736
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
JANESVILLE SAND & GRAVEL P SE SW 24 3N 12E Rock 0 225 10 2012 2.1 0.0 3.4 5.9 28.3 2.622 2.042
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JANESVILLE SAND & GRAVEL P SE SW 24 3N 12E Rock 0 225 84 2015 2.0 6.2 2.1 6.7 30.0 2.628 1.925
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*LARSON Q SW SW 15 3N 10E Rock 0 225 39 2010 19.0 29.8 10.1 37.9 2.383 3.466
*LARSON Q SW SW 15 3N 10E Rock 0 225 116 2010 2.6 9.3 8.1 32.7 2.554 3.048
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*LARSON Q SW SW 15 3N 10E Rock 0 225 189 2013 2.2 12.5 8.4 9.3 35.8 2.482 3.729
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LATHER P NW NW 16 1N 13E Rock 0 225 6 2012 0.4 0.0 3.5 4.6 23.6 2.714 1.229
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LATHER P NW NW 16 1N 13E Rock 0 225 141 2016 0.9 3.6 4.1 4.7 25.0 2.638 1.560
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LITTLE LIMESTONE Q SW NE 6 1N 14E Rock 0 225 87 2011 2.1 3.4 9.2 10.4 39.1 2.487 4.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 64 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
ROCK
LITTLE LIMESTONE Q SW NE 6 1N 14E Rock 0 225 220 2014 6.3 2.9 14.7 10.7 39.4 2.500 4.326
Approved Use : Base Aggregate
PRAIRIE AVE CONCRETE P SW 6 1N 13E Rock 0 225 150 2012 2.7 0.0 0.6 5.6 24.8 2.695 1.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRAIRIE AVE CONCRETE P SW 6 1N 13E Rock 0 225 87 2016 0.4 2.2 0.8 8.1 39.5 2.669 1.481
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*RYAN FARMS Q 24 1N 10E Rock 0 225 46 2012 17.8 8.1 8.4 32.8 2.593 2.941
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
STORR'S P E SW 25 4N 13E Rock 0 225 213 2012 4.8 0.0 0.9 5.0 25.6 2.652 1.725
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWNLINE P NE NE 1 1N 12E Rock 0 225 41 2013 1.6 0.0 2.2 4.1 21.1 2.695 1.417
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWNLINE P NE NE 1 1N 12E Rock 0 225 188 2013 2.9 4.7 1.1 4.9 22.5 2.665 1.529
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TOWNLINE P NE NE 1 1N 12E Rock 0 225 142 2016 0.7 3.5 3.1 5.3 24.9 2.646 1.575
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
VAN ALLEN Q SE SE 15 2N 13E Rock 0 225 1 2012 0.2 2.6 10.5 10.1 38.0 2.607 2.798
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VAN ALLEN Q SE SE 15 2N 13E Rock 0 225 109 2015 3.8 4.1 15.4 12.1 44.3 2.533 3.539
Approved Use : Base Aggregate
RUSK
BESTWAY P NW 18 33N 9W Rusk 0 225 189 2010 0.0 2.3 5.1 21.4 2.765 1.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BESTWAY P NW 18 33N 9W Rusk 0 225 40 2015 0.0 4.8 4.8 20.3 2.724 1.187
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAWKINS 286 P S NW 15 35N 3W Rusk 0 225 27 2010 0.0 1.7 4.7 18.3 2.732 0.872
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HAWKINS 286 P S NW 15 35N 3W Rusk 0 225 28 2011 0.0 3.5 3.3 17.3 2.725 1.176
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAWKINS 286 P S NW 15 35N 3W Rusk 0 225 24 2016 0.0 1.4 4.3 19.4 2.731 0.758
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HEATH P NW NW 30 35N 4W Rusk 0 225 152 2013 0.0 2.7 4.0 19.7 2.721 1.002
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 65 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
RUSK
LADYSMITH EAST P S NW 15 35N 6W Rusk 0 225 233 2013 0.0 1.1 3.8 17.8 2.709 1.053
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NOVAK ROMANOWSKI P SE NE 32 34N 9W Rusk 0 225 49 2013 0.0 1.8 3.9 18.3 2.753 1.036
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RANDS P SE NW 16 35N 6W Rusk 0 225 68 2013 0.0 2.6 4.5 18.4 2.652 1.591
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCOTT P SE 16 35N 6W Rusk 0 225 113 2012 0.0 1.1 4.2 18.9 2.679 1.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAUK
BALFANZ Q NE NE 14 10N 5E Sauk 0 225 211 2015 0.0 3.8 9.0 42.8 2.557 2.758
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHARLIE MILLER Q 17 13N 2E Sauk 0 225 197 2012 0.0 2.0 11.7 40.1 2.618 1.958
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CHARLIE MILLER Q 17 13N 2E Sauk 0 225 53 2015 0.0 4.6 10.2 36.6 2.615 2.057
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*FOX RIDGE P NE 22 12N 6E Sauk 0 225 124 2011 0.0 2.1 9.8 32.0 2.642 1.129
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HILLPOINT Q SW 22 11N 3E Sauk 0 225 194 2011 1.2 4.9 10.6 40.0 2.622 2.234
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HILLPOINT Q SW 22 11N 3E Sauk 0 225 175 2015 0.3 1.2 2.5 10.5 41.7 2.629 2.011
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
JACKSON Q SW SW 6 10N 4E Sauk 0 225 37 2012 0.0 2.7 7.4 31.7 2.650 1.766
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JACKSON Q SW SW 6 10N 4E Sauk 0 225 54 2015 0.0 4.0 11.9 40.5 2.561 2.764
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JESSE P SE SW 17 11N 7E Sauk 0 225 181 2010 0.0 0.8 5.3 22.0 2.657 0.622
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JESSE P SE SW 17 11N 7E Sauk 0 225 219 2014 0.0 2.0 16.6 2.641 0.481
Approved Use : CONCRETE, OGBC, Base Aggregate
KLINGAMEYER Q NW 22 11N 5E Sauk 0 225 17 2013 0.0 2.5 8.9 30.1 2.627 0.525
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KLINGAMEYER Q NW 22 11N 5E Sauk 0 225 245 2016 0.0 0.2 5.5 24.1 2.619 0.495
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 66 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
SAUK
LEATHERBERRY P E NW 26 12N 6E Sauk 0 225 191 2014 0.0 1.6 7.0 26.8 2.630 1.370
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINS Q NW NE 22 9N 3E Sauk 0 225 172 2012 1.2 0.0 3.5 8.7 36.5 2.620 2.013
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LINS Q NW NE 22 9N 3E Sauk 0 225 238 2015 3.5 2.7 5.9 10.6 40.5 2.568 2.897
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MATHY STOCKPILE 1 Q N 22 12N 6E Sauk 0 225 228 2012 0.0 0.5 5.4 23.5 2.535 2.007
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATOUSHEK Q 28 10N 6E Sauk 0 225 216 2010 0.0 2.8 13.3 43.9 2.579 2.502
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MATOUSHEK Q 28 10N 6E Sauk 0 225 221 2014 0.0 3.5 9.4 35.7 2.628 2.136
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MYKLEBUST P NE 26 13N 6E Sauk 0 225 7 2013 0.0 4.9 6.7 26.9 2.728 1.023
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCK SPRINGS Q SW 28 12N 5E Sauk 0 225 185 2012 0.0 0.8 5.2 22.6 2.657 0.227
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ROCK SPRINGS Q SW 28 12N 5E Sauk 0 225 127 2015 0.0 0.1 4.0 19.4 2.641 0.302
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SCHUCKNECHT Q SW SW 25 9N 4E Sauk 0 225 93 2011 0.0 5.7 10.8 37.0 2.619 2.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHUCKNECHT Q SW SW 25 9N 4E Sauk 0 225 262 2014 0.0 4.9 8.3 32.9 2.643 1.901
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZOBEL Q 21 12N 4E Sauk 0 225 78 2011 0.0 6.5 9.9 36.1 2.628 1.962
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZOBEL Q 21 12N 4E Sauk 0 225 188 2015 0.0 1.5 10.3 36.7 2.620 2.006
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SAWYER
BLOMBERG P N SW 23 37N 7W Sawyer 0 225 182 2011 0.0 0.9 3.7 18.3 2.749 0.693
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLOMBERG P N SW 23 37N 7W Sawyer 0 225 251 2016 0.0 0.6 5.0 20.7 2.730 0.692
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CONSOLIDATED 282 P NW SW 26 39N 4W Sawyer 0 225 136 2011 0.0 3.3 4.3 18.8 2.730 1.198
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 67 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
SAWYER
CONSOLIDATED 282 P NW SW 26 39N 4W Sawyer 0 225 28 2016 0.0 2.7 4.6 20.0 2.748 1.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HIRSCHFELD P NW NW 12 41N 8W Sawyer 0 225 229 2015 0.0 1.7 4.1 14.9 2.809 0.674
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MROTEK P SW 1 41N 8W Sawyer 0 225 148 2013 0.0 5.3 4.9 19.1 2.764 1.054
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON P NW SW 14 41N 9W Sawyer 0 225 73 2012 0.0 2.6 3.0 14.6 2.789 0.965
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
POINT SPORT P NE 2 41N 7W Sawyer 0 225 146 2013 0.0 1.5 4.5 19.6 2.737 1.064
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R. THOMPSON P NE 4 37N 6W Sawyer 0 225 32 2010 0.0 2.5 3.3 16.7 2.790 0.895
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
R. THOMPSON P NE 4 37N 6W Sawyer 0 225 41 2015 0.0 1.3 3.0 15.4 2.769 0.977
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SAND LAKE P NW NW 15 38N 9W Sawyer 0 225 78 2016 0.0 1.6 4.2 17.0 2.787 1.030
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SKILLE V P NW NE 33 40N 9W Sawyer 0 225 56 2014 0.0 3.4 6.2 21.8 2.779 1.130
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUMMIT LAKE Q SW 19 38N 8W Sawyer 0 225 148 2015 0.0 1.0 7.1 33.7 2.557 0.963
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
THOMPSON P 30 41N 9W Sawyer 0 225 255 2012 0.0 10.6 7.7 28.2 2.699 1.462
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WILLIAMS P SW NE 33 40N 9W Sawyer 0 225 3 2014 0.0 1.9 6.7 23.7 2.757 1.109
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WINTER C P SW NE 15 38N 8W Sawyer 0 225 58 2014 0.0 2.6 4.4 19.2 2.713 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*ZESIGER P NE SE 4 37N 8W Sawyer 0 225 134 2011 0.0 2.3 4.1 18.5 2.729 0.980
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAWANO
BONDUEL Q NE 29 25N 17E Shawano 0 225 167 2010 0.7 2.1 8.8 34.5 2.714 1.333
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BONDUEL Q NE 29 25N 17E Shawano 0 225 10 2013 2.1 2.6 5.4 24.7 2.750 1.078
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 68 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
SHAWANO
BONDUEL Q NE 29 25N 17E Shawano 0 225 60 2016 1.1 0.9 7.2 30.9 2.719 1.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KROENING Q 24 26N 17E Shawano 0 225 189 2012 7.1 7.1 6.1 25.5 2.706 1.360
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KROENING Q 24 26N 17E Shawano 0 225 16 2015 11.1 12.8 7.5 28.7 2.674 1.762
Approved Use : Base Aggregate
*LIME Q NW NW 2 26N 16E Shawano 0 225 220 2013 2.4 1.9 9.9 37.6 2.675 1.561
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 147 2011 0.5 1.3 2.0 6.7 24.3 2.769 0.857
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 134 2013 0.3 0.3 4.3 19.2 2.787 0.607
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 60 2014 0.2 1.7 4.5 19.3 2.781 0.657
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 106 2015 0.9 2.2 2.2 4.9 21.5 2.776 0.723
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MCKEEFRY Q NW 23 25N 18E Shawano 0 225 85 2016 0.1 2.4 0.4 5.2 22.6 2.765 0.749
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MORRIS P NW SW 6 27N 12E Shawano 0 225 211 2016 0.5 0.4 7.3 31.1 2.677 0.759
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PETERS-WUSSOW P 20 26N 18E Shawano 0 225 34 2016 0.8 0.0 13.0 10.3 37.9 2.637 2.011
Approved Use : Base Aggregate
PETERS-WUSSOW P 20 26N 18E Shawano 0 225 86 2016 0.1 0.0 5.1 6.3 29.5 2.688 1.434
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAWANO Q NE NW 2 26N 16E Shawano 0 225 236 2010 2.7 3.3 8.5 36.0 2.680 1.634
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAWANO Q NE NW 2 26N 16E Shawano 0 225 8 2013 2.3 4.0 5.3 25.3 2.705 1.356
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SHAWANO Q NE NW 2 26N 16E Shawano 0 225 164 2015 0.4 3.1 2.5 8.8 33.8 2.684 1.613
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SPERBERG GRESHAM P E NE 2 27N 14E Shawano 0 225 10 2016 2.2 5.8 13.0 38.8 2.617 1.463
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 69 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
SHAWANO
ZEINERT P SE SW 3 28N 12E Shawano 0 225 170 2016 0.4 0.0 0.9 8.8 34.6 2.631 1.205
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SHEBOYGAN
CEDAR LAKE S&G-DIVISION P SW NE 19 15N 20E Sheboygan 0 225 94 2011 0.4 2.6 5.7 28.6 2.789 0.367 ROAD
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CEDAR LAKE S&G-DIVISION P SW NE 19 15N 20E Sheboygan 0 225 5 2016 2.0 0.7 0.9 5.9 29.2 2.744 0.961 ROAD
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CRYSTAL LAKE P E SE 32 16N 21E Sheboygan 0 225 82 2015 3.0 0.0 0.9 6.1 29.3 2.762 0.864
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DIPPEL P NE SE 32 15N 20E Sheboygan 0 225 108 2013 0.0 7.3 9.8 37.3 2.710 1.423
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GREENBUSH P SE SE 11 15N 20E Sheboygan 0 225 15 2015 0.1 1.1 0.4 5.9 27.4 2.751 0.809
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRAEMER P SW NE 13 14N 20E Sheboygan 0 225 112 2011 0.0 2.6 5.2 26.1 2.747 1.036
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRAEMER P SW NE 13 14N 20E Sheboygan 0 225 64 2016 0.5 0.0 0.8 6.0 28.8 2.752 0.927
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LIME P SW SW 4 15N 21E Sheboygan 0 225 90 2010 0.0 2.5 6.1 27.1 2.734 0.914
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LIME P SW SW 4 15N 21E Sheboygan 0 225 20 2015 0.1 1.1 0.3 6.0 29.8 2.750 0.867
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KELLING P N NW 2 13N 20E Sheboygan 0 225 251 2012 1.1 0.0 2.9 6.7 29.8 2.722 1.191
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS STRACK P SW SE 20 13N 21E Sheboygan 0 225 250 2012 0.1 0.0 3.7 8.9 33.3 2.714 1.309
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PRL EXCAVATING PIT P SW NE 5 15N 21E Sheboygan 0 225 104 2015 1.1 0.0 3.3 5.4 27.1 2.765 0.956
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SHAVER P S NW 13 14N 20E Sheboygan 0 225 25 2015 0.2 1.2 0.5 5.2 26.0 2.748 0.943
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ST CROIX
SOMERSET P NE SE 36 31N 19W St Croix 0 225 147 2015 0.0 2.5 4.1 18.6 2.709 0.934
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 70 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
ST CROIX
STRENKE P NW NW 5 35N 15W St Croix 0 225 89 2015 0.0 2.0 3.7 17.6 2.723 1.001
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ST LOUIS, MI
ROBERTSON P NW SW 11 52N 17W St Louis, Mi 0 225 98 2016 0.6 0.4 2.3 13.4 2.753 1.035
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ST LOUIS, MN
*ARROWHEAD SAND & GRAVEL P S NW 11 52N 17W St Louis, Mn 0 225 193 2011 2.6 1.5 3.2 16.3 2.760 0.620
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ST. CROIX
CASEY P SE 16 30N 18W St. Croix 0 225 17 2010 0.0 4.6 6.6 26.1 2.685 1.283
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CASEY P SE 16 30N 18W St. Croix 0 225 65 2015 0.0 2.2 4.4 19.6 2.640 1.633
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GILLEN Q E NW 10 30N 17W St. Croix 0 225 108 2011 0.0 5.6 10.7 37.2 2.616 2.487
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GILLEN Q E NW 10 30N 17W St. Croix 0 225 205 2014 0.0 4.9 9.9 35.8 2.637 2.011
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MCNAMARA Q SE NW 25 31N 15W St. Croix 0 225 243 2012 0.0 11.7 10.2 36.4 2.542 2.915
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MIMBACH Q SW NW 5 28N 19W St. Croix 0 225 69 2012 0.0 2.9 7.0 30.3 2.691 1.597
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MIMBACH Q SW NW 5 28N 19W St. Croix 0 225 38 2015 0.0 6.4 7.6 29.5 2.694 1.497
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
OLSON P N NW 11 31N 17W St. Croix 0 225 169 2013 0.0 3.2 5.9 23.2 2.726 1.433
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVARD Q SE NE 12 30N 20W St. Croix 0 225 238 2012 0.0 8.0 11.4 37.7 2.573 2.779
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RIVARD Q SE NE 12 30N 20W St. Croix 0 225 63 2015 0.0 10.9 12.2 39.7 2.522 3.564
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAMMEC PIT P SW 16 30N 18W St. Croix 0 225 73 2014 0.0 3.2 4.6 20.1 2.712 1.320
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 71 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
ST. CROIX
TAMMEC QUARRY Q SW 16 30N 18W St. Croix 0 225 70 2012 0.0 11.6 8.6 33.2 2.582 2.404
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAMMEC QUARRY Q SW 16 30N 18W St. Croix 0 225 72 2014 0.0 8.3 12.6 43.1 2.523 3.227
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TAMMEC QUARRY Q SW 16 30N 18W St. Croix 0 225 39 2015 4.9 0.0 10.3 12.2 41.8 2.497 3.319
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UTECHT P NE NE 21 30N 18W St. Croix 0 225 29 2010 0.0 6.6 7.0 28.5 2.652 1.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
UTECHT P NE NE 21 30N 18W St. Croix 0 225 62 2015 0.0 4.1 5.5 22.4 2.644 1.496
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ST. LOUIS,MN
TWIN PORTS P NE 3 50N 16W St. Louis,mn 0 225 157 2016 0.3 0.8 3.1 8.5 2.743 1.084
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
TAYLOR
BROOKS P SW SE 7 33N 3W Taylor 0 225 201 2012 0.0 1.1 5.7 22.7 2.722 1.241
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARKSON P NW NE 24 31N 2W Taylor 0 225 184 2013 0.0 4.3 3.3 16.0 2.773 0.946
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
DUESSING P N SW 33 32N 1E Taylor 0 225 181 2012 0.0 1.4 4.4 20.5 2.720 1.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GOSBEE P SE NE 28 32N 1E Taylor 0 225 179 2012 0.0 2.1 5.3 23.5 2.711 1.201
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KOMAREK P NW NE 1 32N 2E Taylor 0 225 175 2013 0.0 1.0 4.0 19.2 2.700 1.033
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KRUG P 28 32N 1E Taylor 0 225 241 2014 0.0 0.2 4.4 20.5 2.703 1.245
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LISSNER P SW 27 32N 1E Taylor 0 225 92 2010 0.0 2.0 3.5 16.3 2.761 0.988
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LISSNER P SW 27 32N 1E Taylor 0 225 46 2015 0.0 2.7 3.7 17.7 2.718 1.133
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MAIN (OLYNICK PIT) P NE SE 14 33N 4W Taylor 0 225 235 2013 0.0 1.0 4.0 19.0 2.704 1.160
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 72 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
TAYLOR
NEUMAN P NE SE 28 32N 1E Taylor 0 225 177 2012 0.0 0.8 4.7 20.2 2.752 0.747
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAWELKO P NW SW 18 33N 3W Taylor 0 225 150 2013 0.0 2.7 5.5 20.7 2.679 1.346
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHREINER P SE 1 32N 2E Taylor 0 225 234 2013 0.0 1.3 4.3 20.4 2.693 1.291
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SLOBODNICK P SW SW 33 30N 2W Taylor 0 225 110 2012 0.0 1.7 5.0 22.9 2.661 1.408
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WUDI P NE NW 11 32N 1E Taylor 0 225 180 2012 0.0 0.8 13.4 31.8 2.674 1.071
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TREMPEALEAU
ARCADIA (NE QUAD) Q SW NE 16 20N 9W Trempealeau 0 225 29 2011 0.0 4.3 10.8 41.7 2.530 2.740
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ARCADIA (NE QUAD) Q SW NE 16 20N 9W Trempealeau 0 225 52 2014 0.0 7.4 9.2 37.1 2.566 2.462
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ARCADIA (SE QUAD) Q NW SE 16 20N 9W Trempealeau 0 225 26 2011 0.0 5.4 10.9 41.2 2.582 2.368
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ARCADIA (SE QUAD) Q NW SE 16 20N 9W Trempealeau 0 225 50 2014 0.0 10.4 11.3 41.6 2.563 2.648
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAEF P SW NE 19 18N 8W Trempealeau 0 225 76 2012 0.0 0.5 4.7 21.3 2.636 1.236
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
IRVINE Q SW NE 18 19N 7W Trempealeau 0 225 118 2012 0.0 8.0 10.9 39.8 2.589 2.301
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
IRVINE Q SW NE 18 19N 7W Trempealeau 0 225 205 2015 0.0 2.5 10.4 38.3 2.591 2.208
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TWESME Q SW SE 34 21N 8W Trempealeau 0 225 83 2015 0.0 7.1 12.1 41.4 2.590 2.378
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VERNON
BROOKVILLE Q 22 12N 4W Vernon 0 225 81 2010 0.0 5.0 10.0 36.9 2.624 2.061
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BROOKVILLE Q 22 12N 4W Vernon 0 225 123 2013 0.0 2.2 10.3 38.8 2.626 1.998
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 73 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
VERNON
BROOKVILLE Q 22 12N 4W Vernon 0 225 184 2016 0.0 4.0 11.0 38.1 2.637 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*BURT(MUELLER) Q NW SW 33 13N 2W Vernon 0 225 124 2013 0.0 3.4 8.3 32.7 2.661 1.665
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARK Q 31 13N 1E Vernon 0 225 166 2012 1.6 0.0 3.4 8.8 36.3 2.637 2.091
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLARK Q 31 13N 1E Vernon 0 225 181 2016 1.0 5.4 6.6 8.5 37.3 2.615 2.211
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
CLOCKMAKER Q SE NW 26 14N 4W Vernon 0 225 32 2011 0.0 5.8 9.2 34.2 2.633 2.038
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CLOCKMAKER Q SE NW 26 14N 4W Vernon 0 225 34 2014 0.0 6.6 9.6 36.0 2.613 2.139
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GUDGEON Q NW NE 27 13N 4E Vernon 0 225 12 2014 10.0 2.8 13.6 33.1 2.577 2.231
Approved Use : CONCRETE, OGBC, Base Aggregate
HAHN Q NE SW 13 13N 6W Vernon 0 225 18 2012 0.0 0.3 12.7 41.5 2.576 2.591
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HAHN Q NE SW 13 13N 6W Vernon 0 225 118 2015 0.0 3.4 9.9 37.5 2.617 2.037
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*KELLOG Q SE NE 36 12N 3W Vernon 0 225 210 2013 0.0 2.5 8.8 35.4 2.655 1.754
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MCGARTY Q NE SE 7 14N 2W Vernon 0 225 169 2012 0.0 5.6 10.2 38.0 2.642 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOLLETT Q NE SE 4 12N 4W Vernon 0 225 83 2010 0.0 5.7 8.4 33.2 2.626 2.064
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOLLETT Q NE SE 4 12N 4W Vernon 0 225 204 2013 0.0 2.0 8.5 33.3 2.652 1.878
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MOLLETT Q NE SE 4 12N 4W Vernon 0 225 180 2016 0.0 4.6 9.4 35.5 2.636 1.903
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*OSTREM Q SW NW 23 13N 5W Vernon 0 225 195 2011 0.0 3.5 9.7 34.2 2.673 1.849
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PEDRETTI Q SW NW 27 13N 7W Vernon 0 225 119 2012 0.0 8.0 10.3 38.5 2.597 2.289
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 74 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
VERNON
PEDRETTI Q SW NW 27 13N 7W Vernon 0 225 51 2015 0.0 9.2 10.8 40.0 2.575 2.576
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEAS BRANCH Q NE NW 15 13N 4W Vernon 0 225 102 2011 0.0 4.6 10.4 36.2 2.635 2.029
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SEAS BRANCH Q NE NW 15 13N 4W Vernon 0 225 247 2014 0.0 1.6 8.2 33.9 2.624 1.938
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMPSON Q SE SW 8 14N 1E Vernon 0 225 98 2011 0.0 3.0 13.3 43.7 2.574 2.204
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THOMPSON Q SE SW 8 14N 1E Vernon 0 225 35 2014 0.0 9.8 15.3 43.9 2.493 3.312
Approved Use : CONCRETE, OGBC, Base Aggregate
ZOGG Q SW SE 27 14N 7W Vernon 0 225 235 2011 0.0 8.8 11.2 40.5 2.587 2.738
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZOGG Q SW SE 27 14N 7W Vernon 0 225 206 2015 0.0 6.9 11.5 39.7 2.594 2.412
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VILAS
HARRY'S P SE SE 14 40N 6E Vilas 0 225 96 2010 0.0 1.1 4.3 19.0 2.697 1.007
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HARRY'S P SE SE 14 40N 6E Vilas 0 225 153 2015 0.0 0.5 4.4 20.0 2.692 0.937
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
ILG P NE SE 8 42N 5E Vilas 0 225 133 2014 0.0 1.5 3.2 15.6 2.741 0.867
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NLC WOODRUFF P NW SE 14 40N 6E Vilas 0 225 176 2013 0.0 0.1 4.0 19.6 2.719 0.882
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PHELPS P SW NW 35 34N 12E Vilas 0 225 198 2012 0.0 0.2 5.9 25.5 2.698 0.899
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SILVER LAKE P SE NE 11 42N 10E Vilas 0 225 111 2014 0.0 0.6 4.3 21.4 2.707 0.696
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WALWORTH
*AMONS POTTER ROAD P SE SE 17 3N 17E Walworth 0 225 74 2011 2.1 0.0 6.6 8.4 33.2 2.652 1.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BLOOMFIELD P E SW 1 1N 19E Walworth 0 225 41 2014 0.1 0.0 1.0 3.5 17.6 2.690 1.334
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 75 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WALWORTH
CCI/WILLIAMS BAY P NE SE 36 2N 16E Walworth 0 225 170 2015 2.2 0.0 3.1 6.0 27.5 2.696 1.501
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FRIEMOTH P NE 2 3N 17E Walworth 0 225 114 2014 2.6 0.0 5.3 5.6 27.2 2.687 1.309
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*GENOA CITY P SW SW 33 1N 18E Walworth 0 225 170 2011 1.4 0.0 1.4 4.4 23.6 2.695 1.231
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G - BOLTON P SW 4 3N 18E Walworth 0 225 143 2013 0.9 2.6 6.6 6.3 31.3 2.682 1.292
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G-MAINKA-CTH J P SW 4 3N 18E Walworth 0 225 96 2016 2.3 0.0 1.7 4.8 24.4 2.705 1.170
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LAGRANGE P W SE 20 4N 16E Walworth 0 225 42 2014 0.0 2.3 6.5 27.3 2.704 1.237
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANGE ROAD P SE SE 32 1N 18E Walworth 0 225 190 2014 2.1 0.0 3.1 7.6 37.9 2.679 1.397
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANGE ROAD P SE SE 32 1N 18E Walworth 0 225 202 2015 1.0 0.0 1.1 5.7 33.5 2.674 1.439
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MANN BROS-PADDOCK P E SE 1 3N 16E Walworth 0 225 112 2013 3.6 0.0 1.8 4.9 24.9 2.678 1.590
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MANN BROS. ATKINSON P NE 1 3N 17E Walworth 0 225 105 2012 0.6 0.0 3.7 4.4 21.5 2.722 1.292
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RICHMOND P NW NW 15 3N 15E Walworth 0 225 75 2011 1.2 0.0 1.3 4.8 23.2 2.699 1.480
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RICHMOND P NW NW 15 3N 15E Walworth 0 225 58 2016 2.4 0.0 1.6 5.2 25.2 2.697 1.466
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*ROCK MATERIALS P SW NW 5 4N 18E Walworth 0 225 52 2011 1.7 1.2 1.5 3.2 21.4 2.682 1.134
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SUPER AGGREGATE-SUGAR P SE NW 9 3N 16E Walworth 0 225 228 2014 4.7 0.0 3.8 9.6 33.9 2.681 1.274 CREEK
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WHEELER-WHITEWATER Q NW SW 9 4N 15E Walworth 0 225 33 2012 0.9 2.8 8.9 35.3 2.578 3.225
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WHELAN P SE NE 1 1N 15E Walworth 0 225 111 2011 0.0 2.2 5.5 26.8 2.692 1.449
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 76 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WALWORTH
WHELAN P SE NE 1 1N 15E Walworth 0 225 110 2016 0.0 2.7 5.6 26.6 2.693 1.229
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WASHBURN
CRANBERRY P SE 4 38N 12W Washburn 0 225 264 2012 0.0 5.5 2.8 19.2 2.714 1.711
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MINONG Q NE NW 27 42N 11W Washburn 0 225 241 2015 0.0 0.4 2.9 11.8 2.903 0.400
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PAFFEL P NE NE 21 39N 12W Washburn 0 225 59 2014 0.0 2.9 3.6 16.4 2.715 0.932
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE BROOK P N 21 38N 11W Washburn 0 225 162 2010 0.0 3.0 4.8 19.4 2.761 1.111
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
PINE BROOK P N 21 38N 11W Washburn 0 225 174 2015 0.0 3.1 4.1 18.5 2.788 0.978
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
SCHRICKER P NE SW 4 38N 12W Washburn 0 225 88 2014 0.0 5.7 4.1 18.9 2.680 1.527
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TUBBS P NE SE 18 41N 12W Washburn 0 225 57 2014 0.0 7.9 5.7 22.7 2.705 1.495
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WASHINGTION
ADDISON ROAD PIT P NW NW 6 10N 19E Washingtion 0 225 181 2014 1.1 1.9 8.2 8.0 37.0 2.717 0.997
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WASHINGTON
CEDAR LAKE P N SW 35 11N 18E Washington 0 225 24 2011 2.5 1.5 5.5 25.7 2.735 1.150
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
CEDAR LAKE P N SW 35 11N 18E Washington 0 225 15 2016 1.9 1.3 2.1 5.7 26.4 2.712 1.165
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KEWASKUM P W SE 16 12N 19E Washington 0 225 260 2013 0.2 1.6 2.1 6.1 27.9 2.768 0.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 203 2010 0.0 2.2 7.8 33.5 2.614 2.001
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 31 2013 0.0 0.9 8.2 32.8 2.651 1.528
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 77 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WASHINGTON
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 53 2013 0.0 2.1 5.4 26.9 2.685 1.150
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - JACKSON Q NE 12 10N 20E Washington 0 225 75 2016 0.3 0.2 9.4 34.0 2.705 1.068
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LANNON STONE - RICHFIELD P SE 24 9N 19E Washington 0 225 192 2010 1.3 0.5 2.0 4.6 25.3 2.712 1.084
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE - RICHFIELD P SE 24 9N 19E Washington 0 225 89 2016 2.6 1.1 8.2 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS BECKER P SW SW 27 11N 18E Washington 0 225 32 2015 0.2 3.6 3.7 6.6 29.1 2.704 1.262
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WEST BEND S & G P SW SE 8 11N 19E Washington 0 225 91 2014 0.2 0.6 1.1 5.3 24.6 2.725 1.019
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WISSOTA RUGBY S&G P SE NE 34 10N 19E Washington 0 225 172 2010 1.5 3.0 5.8 28.1 2.726 1.059
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WISSOTA RUGBY S&G P SE NE 34 10N 19E Washington 0 225 85 2014 1.2 1.2 1.4 5.1 26.4 2.740 0.789
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUKESHA
*CROW BAR RD.,JOHNS P SE NW 6 5N 20E Waukesha 0 225 177 2011 0.3 0.9 3.3 5.2 23.1 2.679 1.401
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*CTH "P" P NE 23 7N 17E Waukesha 0 225 120 2011 1.1 3.6 6.4 29.7 2.681 1.357
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESEE / HILLVIEW P SE 8 8N 19E Waukesha 0 225 100 2010 0.4 5.7 4.1 22.7 2.724 1.110
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESEE / HILLVIEW P SE 8 8N 19E Waukesha 0 225 30 2015 0.5 4.6 3.9 5.9 28.1 2.686 1.439
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESEE / HILLVIEW P SE 8 8N 19E Waukesha 0 225 90 2016 1.6 1.6 7.6 34.6 2.711 1.180
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GENESSE/OTTAWA P SW 1 6N 17E Waukesha 0 225 3 2011 1.2 4.1 4.7 25.7 2.731 0.899
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GENESSE/OTTAWA P SW 1 6N 17E Waukesha 0 225 19 2016 0.0 3.0 4.9 8.4 37.1 2.688 1.324
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GENESSEE P NE SE 29 6N 18E Waukesha 0 225 2 2011 1.4 3.2 3.9 24.2 2.698 1.085
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 78 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WAUKESHA
GENESSEE P NE SE 29 6N 18E Waukesha 0 225 21 2016 0.2 1.9 2.4 8.0 34.9 2.708 1.346
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HALQUIST - LANNON Q S S 17 8N 20E Waukesha 0 225 80 2013 0.5 1.5 4.5 4.9 21.3 2.752 0.838
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - LANNON Q S S 17 8N 20E Waukesha 0 225 33 2015 0.8 1.3 5.8 26.1 2.738 1.027
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - LANNON Q S S 17 8N 20E Waukesha 0 225 57 2016 0.6 0.4 8.2 39.7 2.716 0.974
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HALQUIST - SUSSEX Q NW 35 8N 19E Waukesha 0 225 3 2010 0.0 1.5 3.3 17.9 2.780 0.647
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - SUSSEX Q NW 35 8N 19E Waukesha 0 225 79 2013 1.7 1.4 3.7 4.3 22.0 2.755 0.810
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - SUSSEX Q NW 35 8N 19E Waukesha 0 225 56 2016 1.9 5.3 2.5 6.7 34.1 2.702 1.364
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HALQUIST - TOWNLINE Q NE 24 8N 19E Waukesha 0 225 78 2013 0.5 1.0 4.2 5.1 25.7 2.715 1.121
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HALQUIST - TOWNLINE Q NE 24 8N 19E Waukesha 0 225 61 2016 1.3 1.5 8.8 32.7 2.710 1.392
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
HWY 83 P NW NW 9 6N 18E Waukesha 0 225 235 2014 1.9 2.1 7.5 30.2 2.693 1.341
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON - GENESEE P SW 6 6N 18E Waukesha 0 225 142 2013 1.1 2.0 1.3 6.3 31.3 2.645 1.216
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JOHNSON S&G RACINE AVE. P NW 6 5N 20E Waukesha 0 225 63 2012 0.2 3.1 1.4 8.7 22.6 2.686 1.301
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K AND N P S 9 8N 19E Waukesha 0 225 39 2014 0.7 1.0 5.2 24.6 2.744 0.964
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAFARGE COLGATE P S NW 3 8N 19E Waukesha 0 225 73 2011 2.0 1.7 2.5 5.8 29.1 2.711 1.375
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LAFARGE COLGATE P S NW 3 8N 19E Waukesha 0 225 35 2015 0.9 2.5 2.4 4.5 23.9 2.736 0.827
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON (SUSSEX) Q SW 24 8N 19E Waukesha 0 225 37 2010 0.0 5.0 5.6 19.6 2.747 1.009
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 79 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WAUKESHA
LANNON (SUSSEX) Q SW 24 8N 19E Waukesha 0 225 16 2012 0.5 3.6 4.3 15.4 2.737 1.004
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON (SUSSEX) Q SW 24 8N 19E Waukesha 0 225 92 2014 0.2 0.4 0.7 4.7 22.7 2.692 1.403
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON LISBON PIT P SW 24 8N 19E Waukesha 0 225 31 2015 0.8 2.9 4.9 6.4 29.2 2.729 1.039
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LANNON STONE PROD. Q E 20 8N 20E Waukesha 0 225 55 2010 0.0 3.1 5.6 24.8 2.650 1.940
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LANNON STONE PROD. Q E 20 8N 20E Waukesha 0 225 21 2012 0.5 1.2 90.5 22.9 2.714 1.211
Approved Use : CONCRETE, OGBC, Base Aggregate
LANNON STONE PROD. Q E 20 8N 20E Waukesha 0 225 34 2015 0.9 4.6 6.1 28.5 2.720 1.026
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MUSKEGO P SW SW 18 5N 20E Waukesha 0 225 28 2013 0.2 3.1 3.2 5.4 24.5 2.698 1.386
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VULCAN DOUSMAN P NE 1 6N 17E Waukesha 0 225 26 2013 2.8 3.6 1.4 3.9 23.5 2.680 1.277
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*VULCAN SUSSEX Q NW 36 8N 19E Waukesha 0 225 186 2011 0.0 3.8 7.5 32.4 2.703 1.412
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*WACKER Q NW 2 8N 20E Waukesha 0 225 187 2011 0.5 2.0 6.5 28.4 2.729 1.212
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUKESHA LIME & STONE P SE SE 26 7N 8E Waukesha 0 225 71 2016 1.2 4.7 2.3 4.7 23.4 2.713 1.311
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WAUKESHA LIME &STONE Q SE SE 26 7N 19E Waukesha 0 225 156 2010 0.0 2.0 6.2 16.1 2.759 1.222
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUKESHA LIME &STONE Q SE SE 26 7N 19E Waukesha 0 225 29 2013 0.1 0.0 2.0 4.6 21.5 2.776 0.739
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUKESHA LIME &STONE Q SE SE 26 7N 19E Waukesha 0 225 4 2016 9.0 3.0 4.3 20.5 2.712 1.426
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WOLF P E 6 6N 18E Waukesha 0 225 14 2012 0.3 1.9 3.7 4.4 22.7 2.704 1.272
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUPACA
BARTEL P SW NE 23 23N 11E Waupaca 0 225 94 2012 0.0 5.0 8.4 31.5 2.682 1.094
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 80 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WAUPACA
BAZILE HILLS P NW SW 2 25N 12E Waupaca 0 225 260 2016 0.0 1.4 7.8 32.1 2.638 0.634
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FAULKS Q-PIT P SW SE 17 22N 11E Waupaca 0 225 95 2012 0.0 4.3 7.4 28.6 2.646 1.142
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FAULKS Q-PIT P SW SE 17 22N 11E Waupaca 0 225 232 2016 0.8 0.0 1.9 9.0 24.8 2.601 1.287
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
K-PIT P SE NE 22 21N 11E Waupaca 0 225 43 2010 0.0 3.1 6.1 26.9 2.706 1.156
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K-PIT P SE NE 22 21N 11E Waupaca 0 225 233 2016 0.0 2.6 8.7 31.0 2.664 1.581
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
KRAUSE Q NW 13 21N 14E Waupaca 0 225 236 2015 0.0 11.3 8.4 34.6 2.701 1.654
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MCC, INC. GUHL ROAD Q NE SW 14 21N 14E Waupaca 0 225 258 2012 0.3 3.4 8.7 38.0 2.688 1.617
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
READFIELD Q NE SW 26 21N 14E Waupaca 0 225 58 2010 0.0 8.3 7.8 33.5 2.688 1.590
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
READFIELD Q NE SW 26 21N 14E Waupaca 0 225 129 2013 0.0 6.3 7.7 32.6 2.685 1.674
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
READFIELD Q NE SW 26 21N 14E Waupaca 0 225 231 2016 0.0 2.0 7.2 31.5 2.645 2.155
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
THIEL P NE NW 5 22N 13E Waupaca 0 225 222 2011 0.0 1.3 6.0 30.7 2.716 0.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
THIEL P NE NW 5 22N 13E Waupaca 0 225 209 2016 0.0 1.1 5.7 27.5 2.691 0.794
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WASRUD P SW SW 19 24N 11E Waupaca 0 225 217 2012 0.0 1.7 7.4 30.2 2.681 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
ZEMKE PIT P NE NW 16 22N 11E Waupaca 0 225 229 2012 0.3 0.0 3.3 5.8 26.4 2.661 1.023
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WAUSHARA
FRITZ P NE SW 23 19N 10E Waushara 0 225 260 2012 0.5 0.0 2.4 7.2 29.0 2.711 1.133
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GAATZ P N SW 1 18N 9E Waushara 0 225 16 2013 0.1 0.0 4.2 7.2 26.9 2.668 1.259
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 81 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WAUSHARA
HEYN P W NE 22 19N 8E Waushara 0 225 174 2012 0.0 5.2 6.8 25.9 2.781 0.952
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HORIZON P SE NW 27 19N 8E Waushara 0 225 191 2012 0.0 4.0 6.7 26.6 2.735 1.017
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS MEYERS P NW NW 36 20N 9E Waushara 0 225 230 2012 0.6 0.0 2.1 5.7 27.0 2.701 1.153
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
WINNEBAGO
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 85 2011 2.8 3.5 6.5 29.1 2.758 1.028
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 28 2014 0.5 3.3 3.6 5.8 26.3 2.751 1.003
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 49 2015 0.1 2.1 1.4 5.6 24.3 2.768 0.891
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
BEN CARRIE Q NW SW 29 20N 17E Winnebago 0 225 171 2016 0.9 1.3 4.5 21.5 2.780 0.825
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
FLB QUARRY Q SE SE 7 18N 16E Winnebago 0 225 81 2011 6.1 4.7 6.5 29.2 2.737 1.225
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
FLB QUARRY Q SE SE 7 18N 16E Winnebago 0 225 54 2016 0.1 10.9 6.7 7.4 29.2 2.711 1.354
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
GRUNDY Q NE NE 33 19N 16E Winnebago 0 225 117 2011 1.5 2.2 4.3 20.8 2.765 0.875
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
GRUNDY Q NE NE 33 19N 16E Winnebago 0 225 27 2014 0.9 3.6 4.8 21.6 2.750 0.985
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JORGENSON Q NE 5 20N 17E Winnebago 0 225 87 2012 0.3 7.3 4.3 6.4 29.8 2.712 1.163
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
JORGENSON Q NE 5 20N 17E Winnebago 0 225 48 2015 0.1 9.2 4.4 6.2 28.8 2.729 1.149
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KALATA Q NE NE 27 19N 14E Winnebago 0 225 166 2010 0.9 0.6 4.0 7.6 32.0 2.683 1.487
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KALATA Q NE NE 27 19N 14E Winnebago 0 225 52 2016 0.2 1.7 3.3 9.1 36.0 2.692 1.436
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
LARSEN Q N NE 19 20N 16E Winnebago 0 225 43 2012 0.8 0.4 1.9 4.5 21.1 2.724 1.016
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 82 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WINNEBAGO
LARSEN Q N NE 19 20N 16E Winnebago 0 225 2 2015 1.6 0.7 1.9 5.0 23.1 2.725 1.102
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
LUEBKE P NE 21 20N 16E Winnebago 0 225 227 2016 0.4 15.4 6.8 6.3 27.6 2.760 1.262
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC - LARSEN Q NE NW 19 20N 16E Winnebago 0 225 209 2010 4.3 2.6 7.5 29.1 2.746 0.877
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC - LARSEN Q NE NW 19 20N 16E Winnebago 0 225 172 2013 1.7 1.2 0.9 4.9 22.4 2.732 0.864
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MCC - LARSEN Q NE NW 19 20N 16E Winnebago 0 225 193 2016 2.8 1.4 1.2 5.3 24.4 2.737 0.873
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS ALLEN Q NE SW 9 18N 14E Winnebago 0 225 132 2013 0.3 1.1 5.7 8.7 35.1 2.676 1.714
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS ALLEN Q NE SW 9 18N 14E Winnebago 0 225 68 2016 0.5 1.4 6.8 11.6 39.5 2.645 2.056
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 13 2010 0.1 1.3 1.1 5.6 24.2 2.783 0.835
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 128 2012 1.4 3.4 6.4 26.5 2.746 1.106
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 73 2013 1.5 1.9 5.2 23.1 2.783 0.832
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DEVENS Q NW NW 21 19N 16E Winnebago 0 225 40 2016 2.8 2.3 4.5 20.4 2.767 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS DIETZ Q 8 20N 17E Winnebago 0 225 86 2011 3.3 5.4 6.3 29.1 2.741 1.066
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS DIETZ Q 8 20N 17E Winnebago 0 225 25 2014 7.5 3.3 6.5 29.7 2.734 1.119
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*MICHELS DORO Q SE SW 36 20N 15E Winnebago 0 225 199 2011 4.7 4.4 6.8 30.0 2.727 1.198
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KOCH Q NW NE 29 20N 17E Winnebago 0 225 80 2011 1.1 2.5 5.7 25.1 2.763 0.972
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS KOCH Q NW NE 29 20N 17E Winnebago 0 225 95 2013 0.3 1.4 1.8 4.9 23.4 2.762 0.954
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 83 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WINNEBAGO
MICHELS KOCH Q NW NE 29 20N 17E Winnebago 0 225 38 2016 0.1 1.6 1.6 5.0 23.6 2.775 0.854
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS OSHKOSH Q NE 27 18N 16E Winnebago 0 225 110 2013 2.2 3.2 5.0 22.8 2.766 0.887
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS OSHKOSH Q NE 27 18N 16E Winnebago 0 225 11 2016 3.1 2.8 5.0 22.1 2.755 0.992
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
MICHELS-HUGHES Q SW NW 32 17N 16E Winnebago 0 225 76 2011 5.1 4.5 6.0 28.6 2.761 0.930
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MICHELS-HUGHES Q SW NW 32 17N 16E Winnebago 0 225 26 2014 11.3 9.7 6.7 28.5 2.734 1.253
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEA MENASHA Q NW 4 20N 17E Winnebago 0 225 42 2012 0.1 5.3 4.8 5.7 26.1 2.736 1.141
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NEA MENASHA Q NW 4 20N 17E Winnebago 0 225 3 2015 4.8 2.8 3.9 19.1 2.733 1.159
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMOKER Q NE 20 19N 16E Winnebago 0 225 141 2011 0.0 6.3 6.3 5.3 24.8 2.760 1.002
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMOKER Q NE 20 19N 16E Winnebago 0 225 24 2014 5.3 7.0 5.6 25.0 2.755 1.061
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHMOKER Q NE 20 19N 16E Winnebago 0 225 47 2015 3.1 2.0 4.5 20.9 2.773 0.803
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VINLAND Q E NW 21 19N 16E Winnebago 0 225 139 2010 0.7 2.5 2.8 6.8 27.5 2.760 0.977
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
VINLAND Q E NW 21 19N 16E Winnebago 0 225 180 2014 2.6 3.0 6.0 25.6 2.762 1.040
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*VULCAN - OSHKOSH Q NE 27 18N 16E Winnebago 0 225 71 2011 3.9 4.9 5.0 22.0 2.758 0.876
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*VULCAN - OSHKOSH Q NE 27 18N 16E Winnebago 0 225 254 2012 0.0 4.6 8.7 5.0 26.3 2.744 1.028
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
WINNEGAGO
*ROCK CUT Q Winnegago 0 225 197 2011 2.4 3.5 7.6 33.3 2.726 1.332
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 84 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WOOD
*BAUER Q SE SW 24 25N 3E Wood 0 225 218 2011 0.0 1.2 5.5 21.3 2.723 0.433
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*BIG RACK (VENDEN) Q S SW 31 24N 3E Wood 0 225 169 2010 0.0 0.4 4.1 18.7 2.538 1.146
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*BIG RACK (VENDEN) Q S SW 31 24N 3E Wood 0 225 159 2013 0.0 0.3 5.5 20.1 2.566 0.962
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*CEPRESS Q SE NE 2 23N 2E Wood 0 225 259 2012 0.0 1.9 3.9 16.0 2.725 0.448
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*CHERNEY Q NW SW 25 26N 5E Wood 0 225 230 2011 0.0 0.4 3.9 17.1 2.685 0.649
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HASKE Q SW SE 24 24N 2E Wood 0 225 60 2012 0.0 0.1 5.2 22.1 2.598 0.607
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
HASKE Q SW SE 24 24N 2E Wood 0 225 17 2015 0.0 0.5 5.0 20.6 2.619 0.374
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K QUARRY Q SW SW 13 24N 4E Wood 0 225 22 2012 0.0 10.9 4.1 17.1 2.710 1.184
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
K QUARRY Q SW SW 13 24N 4E Wood 0 225 147 2016 0.0 0.7 4.0 17.1 2.701 1.012
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
*MAPLE RIDGE #2 Q NW NW 17 22N 3E Wood 0 225 114 2013 0.0 1.0 3.9 16.8 2.735 0.472
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSHFIELD Q SE NW 2 25N 3E Wood 0 225 12 2011 0.0 1.0 5.7 24.6 2.677 0.618
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
MARSHFIELD Q SE NW 2 25N 3E Wood 0 225 19 2014 0.0 1.9 6.7 25.6 2.676 0.733
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHILL Q NW SW 1 23N 4E Wood 0 225 13 2011 0.0 4.0 7.7 29.3 2.559 1.070
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
SCHILL Q NW SW 1 23N 4E Wood 0 225 22 2014 0.0 0.8 5.4 22.4 2.598 0.606
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORK Q NE SW 1 22N 5E Wood 0 225 9 2011 0.0 0.8 5.2 22.7 2.746 0.431
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
TORK Q NE SW 1 22N 5E Wood 0 225 20 2014 0.0 1.0 7.0 28.2 2.649 0.659
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 85 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
WOOD
*WEILER Q SE NE 30 25N 4E Wood 0 225 225 2011 0.0 0.4 3.7 16.8 2.713 0.405
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
NO COUNTY NAME PROVIDED
EXISTING BASE Q 0 225 142 2015 13.3 15.9 9.0 35.9 2.567 3.473
Approved Use : Base Aggregate
*FRAP (HMA DESIGN) P 0 225 157 2011 0.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
KESSLER P SE SE 6 41N 4E 0 225 226 2013 0.0 0.7 4.9 21.7 2.731 0.836
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
PROJECT SITE P 0 225 103 2012 1.0 3.1 6.2 27.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
*PROJECT SITE Q 0 225 243 2013 11.4 16.5 12.3 44.2 2.609 2.617
Approved Use : Base Aggregate
*RAP (HMA DESIGN) P 0 225 158 2011 0.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 12 2010 0.0 0.0 7.2 27.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 23 2010 0.0 7.3 27.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 42 2010 0.0 0.0 6.9 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 53 2010 0.0 0.0 6.9 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 56 2010 0.0 0.0 9.1 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 61 2010 0.0 7.7 32.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 67 2010 0.0 0.0 8.9 30.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 68 2010 0.0 0.0 5.8 25.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 72 2010 0.0 8.5 31.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 86 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 73 2010 0.0 6.8 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 74 2010 0.0 0.0 8.0 32.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 87 2010 0.0 8.7 33.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 94 2010 0.0 0.0 11.0 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 95 2010 0.0 0.0 9.0 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 110 2010 0.0 0.0 5.7 24.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 123 2010 0.0 12.0 36.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 128 2010 0.0 0.0 6.6 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 138 2010 0.0 0.0 8.3 31.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 144 2010 0.0 0.0 5.3 24.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 170 2010 0.0 11.5 34.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 174 2010 0.0 11.0 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 183 2010 0.0 0.0 8.7 30.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 184 2010 0.0 0.0 9.8 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 188 2010 0.0 10.8 32.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 201 2010 0.0 0.0 5.7 25.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 87 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 211 2010 0.0 0.0 7.5 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 219 2010 0.0 8.0 31.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 221 2010 0.0 0.0 11.0 39.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 225 2010 0.0 17.5 34.1
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 227 2010 0.0 9.3 33.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 228 2010 0.0 7.8 31.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 229 2010 0.0 6.6 29.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 230 2010 0.0 6.5 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 231 2010 0.0 7.4 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 233 2010 0.0 6.1 28.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 235 2010 0.0 0.0 8.2 30.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 237 2010 0.0 0.0 7.5 30.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 4 2011 0.0 8.4 31.5 2.722 0.973
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 53 2011 0.0 0.0 7.5 25.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 72 2011 0.0 0.0 9.3 31.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 84 2011 0.0 0.0 7.5 31.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 88 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 95 2011 0.0 0.0 7.8 32.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 96 2011 0.0 0.0 9.5 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 114 2011 0.0 0.0 10.5 32.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 121 2011 0.0 0.0 17.3 33.7
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 149 2011 0.0 0.0 6.4 27.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 151 2011 0.0 0.0 10.1 37.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 165 2011 0.0 8.1 30.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 166 2011 0.0 7.0 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 167 2011 0.0 7.1 29.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 173 2011 0.0 0.0 6.5 27.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 175 2011 0.0 7.0 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 185 2011 0.0 8.3 31.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 188 2011 0.0 7.3 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 189 2011 0.0 6.9 29.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 196 2011 0.0 0.0 9.1 32.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 200 2011 0.0 0.0 12.1 40.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 89 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 202 2011 0.0 8.7 31.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 206 2011 0.0 14.1 42.3
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 210 2011 0.0 8.8 31.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 221 2011 0.0 0.0 8.4 32.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 224 2011 0.0 0.0 10.4 35.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 229 2011 0.0 0.0 6.0 29.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 232 2011 0.0 0.0 5.9 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 237 2011 0.0 0.0 6.7 28.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 239 2011 0.0 0.0 9.3 31.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 240 2011 0.0 0.0 12.9 35.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 242 2011 0.0 0.0 12.9 35.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 243 2011 0.0 8.1 32.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 245 2011 0.0 10.3 35.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 15 2012 0.0 0.0 6.3 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 44 2012 0.0 0.0 7.6 29.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 54 2012 0.0 0.0 9.1 31.9 2.296 5.586
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 90 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 56 2012 0.0 9.4 32.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 64 2012 0.0 0.0 5.5 28.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 81 2012 0.0 0.0 6.4 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 82 2012 0.0 9.8 35.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 92 2012 0.0 0.0 13.1 42.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 100 2012 0.0 0.0 6.2 26.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 106 2012 0.0 0.0 16.4 43.8
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 107 2012 0.0 0.0 13.8 38.8
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 129 2012 0.0 0.0 7.3 29.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 132 2012 0.0 10.1 35.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 134 2012 0.0 10.4 36.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 138 2012 0.0 7.7 29.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 139 2012 0.0 10.2 33.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 140 2012 0.0 0.0 6.9 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 141 2012 0.0 0.0 6.1 26.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 142 2012 0.0 0.0 6.9 30.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 91 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 148 2012 0.0 0.0 10.9 36.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 154 2012 0.0 0.0 5.5 27.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 159 2012 0.0 0.0 11.1 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 161 2012 0.0 0.0 5.8 27.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 162 2012 0.0 0.0 10.1 33.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 170 2012 0.0 10.1 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 175 2012 0.0 0.0 5.2 25.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 193 2012 0.0 0.0 4.8 27.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 194 2012 0.0 0.0 5.1 24.6 2.663 0.899
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 208 2012 0.0 0.0 12.8 44.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 226 2012 0.0 8.5 33.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 231 2012 0.0 7.6 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 253 2012 0.0 0.0 6.8 29.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 262 2012 0.0 0.0 7.5 29.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 268 2012 0.0 0.0 7.5 29.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 14 2013 0.0 0.0 7.9 28.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 92 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 25 2013 0.0 0.0 5.7 26.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 32 2013 0.0 0.0 6.1 26.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 38 2013 0.0 0.0 12.2 35.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 46 2013 0.0 0.0 8.1 36.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 54 2013 0.0 9.8 36.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 62 2013 0.0 0.0 8.2 31.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 83 2013 0.0 0.0 7.9 29.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 85 2013 0.0 8.5 32.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 87 2013 0.0 0.0 11.0 33.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 88 2013 0.0 0.0 6.4 31.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 91 2013 0.0 0.0 8.0 32.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 113 2013 0.0 0.0 6.9 30.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 117 2013 0.0 7.6 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 125 2013 0.0 9.9 39.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 130 2013 0.0 10.2 27.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 135 2013 0.0 0.0 7.0 28.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 93 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 139 2013 0.0 8.5 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 140 2013 0.0 7.5 28.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 155 2013 0.0 12.5 37.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 158 2013 0.0 8.9 35.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 160 2013 0.0 0.0 6.3 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 161 2013 0.0 0.0 7.6 31.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 163 2013 0.0 0.0 9.2 34.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 164 2013 0.0 8.8 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 174 2013 0.0 0.0 8.0 30.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 177 2013 0.0 0.0 10.4 38.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 187 2013 0.0 0.0 8.5 27.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 199 2013 0.0 0.0 9.0 31.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 205 2013 2.4 2.0 6.7 28.3 2.725 1.210
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 207 2013 0.0 12.3 39.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 209 2013 0.0 7.3 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 214 2013 0.0 8.7 32.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 94 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 223 2013 0.0 0.0 6.2 25.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 225 2013 0.0 0.0 8.4 33.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 232 2013 0.0 0.0 9.7 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 238 2013 0.0 0.0 6.2 30.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 242 2013 0.0 0.0 6.8 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 246 2013 0.0 0.0 7.0 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 247 2013 0.0 0.0 6.3 27.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 255 2013 0.0 0.0 11.7 41.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 268 2013 0.0 0.0 13.3 39.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 33 2014 0.0 10.0 35.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 86 2014 0.0 0.0 6.9 30.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 96 2014 0.0 0.0 10.1 38.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 107 2014 0.0 0.0 9.2 34.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 110 2014 0.0 0.0 9.2 34.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 112 2014 0.0 0.0 5.8 28.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 113 2014 0.0 0.0 8.0 30.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 95 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 126 2014 0.0 8.3 34.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 134 2014 0.0 0.0 13.0 37.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 136 2014 0.0 10.5 38.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 137 2014 0.0 11.5 34.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 142 2014 0.0 0.0 12.4 41.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 147 2014 0.0 0.0 10.2 36.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 148 2014 0.0 0.0 9.2 30.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 169 2014 0.0 13.2 42.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 174 2014 0.0 14.5 42.6
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 184 2014 0.0 0.0 8.4 38.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 185 2014 0.0 0.0 8.7 34.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 186 2014 0.0 10.2 14.0 42.8
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 203 2014 0.0 0.0 10.1 31.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 227 2014 0.0 0.0 10.3 42.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 231 2014 0.0 0.0 13.8 37.7
Approved Use : CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 238 2014 0.0 0.0 8.6 30.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Page 96 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 243 2014 0.0 9.9 36.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 244 2014 0.0 0.0 7.0 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 245 2014 0.0 0.0 7.6 31.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 246 2014 0.0 0.0 6.9 28.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 253 2014 0.0 0.0 7.1 37.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 254 2014 0.0 0.0 7.9 30.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 255 2014 0.0 0.0 7.4 33.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 257 2014 0.0 9.5 31.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 258 2014 0.0 0.0 -780.2 37.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 270 2014 0.0 0.0 7.7 39.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 9 2015 0.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 24 2015 0.0 0.0 6.6 28.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 72 2015 0.0 9.0 34.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 86 2015 0.0 0.0 8.3 32.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 90 2015 0.0 0.0 12.6 40.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 91 2015 0.0 8.2 40.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 97 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 96 2015 0.0 6.7 33.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 110 2015 0.0 7.2 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 113 2015 0.0 0.0 10.4 40.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 114 2015 0.0 0.0 7.6 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 115 2015 0.0 0.0 7.3 30.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 133 2015 0.0 0.0 8.9 28.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 137 2015 0.0 0.0 8.9 31.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 138 2015 0.0 0.0 6.8 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 140 2015 0.0 0.0 11.4 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 143 2015 0.0 0.0 8.3 33.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 144 2015 0.0 9.1 34.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 145 2015 0.0 0.0 8.2 35.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 150 2015 0.0 0.0 8.1 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 161 2015 0.0 8.9 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 166 2015 0.0 7.8 27.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 173 2015 0.0 0.0 9.6 38.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 98 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 195 2015 0.0 12.0 35.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 196 2015 0.0 10.7 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 198 2015 0.0 0.0 9.3 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 201 2015 0.0 0.0 10.2 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 217 2015 0.0 0.0 7.5 29.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 225 2015 0.0 0.0 9.9 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 226 2015 0.0 0.0 7.0 28.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 239 2015 0.0 9.9 38.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 243 2015 0.0 7.5 28.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 244 2015 0.0 6.7 28.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 246 2015 0.0 0.0 7.7 26.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 247 2015 0.0 0.0 7.9 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 59 2016 0.0 10.6 36.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 72 2016 0.0 0.0 10.7 41.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 100 2016 0.0 9.1 33.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 101 2016 0.0 8.6 33.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 99 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 105 2016 0.0 7.6 31.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 106 2016 0.0 0.0 15.3 44.2
Approved Use : CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 107 2016 0.0 0.0 14.4 43.0
Approved Use : CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 111 2016 0.0 0.0 8.5 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 123 2016 0.0 11.2 35.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 124 2016 0.0 0.0 9.9 35.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 144 2016 0.0 0.0 9.2 33.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 145 2016 0.0 0.0 10.6 33.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 149 2016 0.0 0.0 7.5 29.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 150 2016 0.0 0.0 8.0 32.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 151 2016 0.0 0.0 7.5 29.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 152 2016 0.0 0.0 6.3 26.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 153 2016 0.0 8.7 34.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 158 2016 0.0 0.0 11.9 41.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 161 2016 0.0 8.8 35.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 174 2016 0.0 0.0 8.0 29.8
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 100 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 175 2016 0.0 8.5 35.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 177 2016 0.0 8.9 37.9
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 178 2016 0.0 10.3 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 187 2016 0.0 11.7 38.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 199 2016 0.0 0.0 9.7 31.6
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 200 2016 0.0 0.0 11.3 36.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 201 2016 0.0 0.0 12.4 36.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 202 2016 0.0 0.0 9.5 32.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 205 2016 0.0 0.0 9.1 29.4
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 220 2016 0.0 7.5 29.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 221 2016 0.0 0.0 11.1 34.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 222 2016 0.0 10.5 37.5
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 223 2016 0.0 8.7 36.0
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
RECYCLED PCC Q 0 225 236 2016 0.0 0.0 5.7 26.2
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 246 2016 0.0 11.9 36.3
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
RECYCLED PCC Q 0 225 247 2016 0.0 36.7
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Page 101 of 102 Date Printed: 10/27/2016
AGGREGATE INFORMATION SORTED BY COUNTY & SOURCE NAME
TEST YEARS BETWEEN 2010 AND 2016
* = Not Certified Location Description Test % Freeze %
Source Name P/Q Qrt Qrt Sect Town Range County Site Prefix # Year Chert Thaw % SDS 100 500 Crse Fine Crse Fine
LA Wear (%) Sp. Gravity Absorp. %
NO COUNTY NAME PROVIDED
RECYCLED PCC Q 0 225 250 2016 0.0 0.0 7.3 31.5
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Q 0 225 254 2016 0.0 9.9 37.8
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Q 0 225 255 2016 0.0 7.9 32.0
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Q 0 225 258 2016 0.0 34.7
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Q 0 225 259 2016 0.0 0.0 8.6 29.0
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Q 0 225 262 2016 0.0 0.0 11.7 35.4
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Q 0 225 263 2016 0.0 9.8 33.9
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Q 0 225 269 2016 0.0 35.3
RECYCLED PCC
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, OGBC, Base Aggregate
Q 0 225 271 2016 0.0 0.0 6.9 28.1
Approved Use : HMA<E-3, HMA>=E-3, CONCRETE, Base Aggregate
Prepared by:
Wisconsin Department of Transportation Bureau of Highway Construction Quality Management Section
Page 102 of 102 Date Printed: 10/27/2016
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