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7/22/2019 Newman Road Soil boring Logs 5.pdf
1/4
REPORT OF BORING No.
SHEET OF
Project No.CHKD BY
BORING Co. BORING LOCATION
FOREMAN GROUND SURFACE ELEV. DATUM NAVD 88
SE GEOLOGIST: DATE START DATE END
SAMPLER: SAMPLER CONSISTS OF 2 ft. by 1 -3/8 in. SPLIT SPOON
DRIVEN USING A 140 lb. HAMMER FALLING 30 in. DATE TIMECASING: DRIVEN 3 in. CASING USING DRIVE AND WASH TECHNIQUE 5/11/07 -
CASING SIZE: OTHER:
CASING PID
(lb /ft) N o. P EN /R EC (in ) D EP TH (ft) B LO WS/6" (pp m)
S-1 24/11.5 0-2 31-23- NA 1
17-5
5 S-2 24/4.5 4.5-6.5 1 for 12 in.- NA 2
2 for 12 in.
10 S-3 24/24 9-11 WOH 6in.-3- NA 3
11 ft.* 2-14
15 S-4 24/24 14-16 7-7- NA
10-11
20 S-5 24/24 19-21 WOH 6in.-2- NA
3-3
4
25 S-6 24/24 24-26 WOR 20in - NAWOH 4in
5
30 S-7 24/24 29-31 2 for 12 in.- NA
1-1
REMARKS:
BLOWS/FT DENSITY 1) Boring started 6 in. below top of pavement grade.0-2 V. SOFT 2) No recovery on initial split spoon penetration. Gained
2-4 SOFT sample at same depth by advancing sampler with drill rig hydraulics.
4-8 M. STIFF 3) 2 in. of Peat at top of split spoon sampler
8-15 STIFF 4) Loss of drill water @ 23 ft. +/-.
15-30 V. STIFF 5) Loss of drill water @ 28 ft. +/-.
> 30 HARD Casing advanced to 11 ft. using drill rig hydraulics.
NOTES: 1) THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES. TRANSITIONS MAY BE GRADUAL.
2) WATER LEVEL READINGS HAVE BEEN MADE IN THE DRILL HOLES AT TIMES AND UNDER CONDITIONS STATED ON THIS BORING LOG.
FLUCTUATIONS IN THE LEVEL OF GROUNDWATER MAY OCCUR DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME
MEASUREMENTS ARE MADE.
O:\LBG - Newman Road\[Soil boring Logs - 5.11.07.XLS]B2 (1 of 2)
SAMPLE DESCRIPTION
Burmister Classification
Silt/PEAT, little silt.
Very stiff, light brown and gray,
Very soft, grayish brown Organic
COHESIVE SOILS
GROUNDWATER READINGS
Pavement Layer 4 in.+/-
> 50
V. LOOSE
LOOSE
M. DENSE
DENSE
V. DENSE
0-4
30-50
GRANULAR SOILS
BLOWS/FT DENSITY
4-10
10-30
(feet)
LBG-
Culvert Replacement
Newman Road
Geologic Earth Exploration, Inc.
M. Fisher
B. Green
B1
2
SAMPLE
PROJECT
W e s t o n & S a m p s o n ENGINEERS, INC.
DEPTH
WATER AT CASING AT
3 inch steel casing
N/A
El. 6.0 +/-
5/11/2007
11 ft.
1
See attached plan
5/11/2007
Dense, gray, medium to fine
SAND, some silt, little fine gravel.
N/A
Medium stiff, gray CLAY.
BORING No.
silt, little fine sand.
silty CLAY.
Very soft, gray CLAY, little fine
B1
M. Mitsch2070242.A
NOTES
STABILIZATION TIME
STRATUM DESCRIPTION
Road subbase material to
2.5 ft.
Organic Silt/Peat from 2.5
to 9 ft. +/-
Clay
sand.
Very soft, gray CLAY.
Medium stiff, gray CLAY, some
7/22/2019 Newman Road Soil boring Logs 5.pdf
2/4
REPORT OF BORING No.
SHEET OF
Project No.CHKD BY
BORING Co. BORING LOCATION
FOREMAN GROUND SURFACE ELEV. DATUM NAVD 88
WSE GEOLOGIST: DATE START DATE END
SAMPLER: SAMPLER CONSISTS OF 2 ft. by 1 -3/8 in. SPLIT SPOON
DRIVEN USING A 140 lb. HAMMER FALLING 30 in. DATE TIMECASING: DRIVEN 3 in. CASING USING DRIVE AND WASH TECHNIQUE 5/11/07 -
CASING SIZE: OTHER:
CASING PID
(lb /ft) N o. PE N/REC (in ) D EPT H (ft) B LOWS/6" (pp m)
35 S-8 24/24 34-36 WOR 18in.- NA
WOH 6in. 6
40 S-9 24/24 39-41 WOR 18in. - NA
WOH +1 6in.
45 S-10 24/24 44-46 WOR 18in - NA
WOH +2 6in.
50
55
60
REMARKS:
BLOWS/FT DENSITY 6) Loss of drill water at 36 ft. +/-.0-2 V. SOFT
2-4 SOFT Note: WR = Weight of Rod with sampler, WH = Weight of 140 lb. Hammer
4-8 M. STIFF
8-15 STIFF
15-30 V. STIFF
> 30 HARD
NOTES: 1) THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES. TRANSITIONS MAY BE GRADUAL.
2) WATER LEVEL READINGS HAVE BEEN MADE IN THE DRILL HOLES AT TIMES AND UNDER CONDITIONS STATED ON THIS BORING LOG.
FLUCTUATIONS IN THE LEVEL OF GROUNDWATER MAY OCCUR DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME
MEASUREMENTS ARE MADE.
O:\LBG - Newman Road\[Soil boring Logs - 5.11.07.XLS]B2 (1 of 2)
B1
M. Mitsch2070242.A
NOTES
STABILIZATION TIME
STRATUM DESCRIPTION
BORING No.
El. 6.0 +/-
5/11/2007
Clay
NA11 ft.
Very soft, gray CLAY, trace silt.
3 inch steel casing
2
See attached plan
5/11/2007B. Green
B1
2
SAMPLE
PROJECT
W e s t o n & S a m p s o n ENGINEERS, INC.
DEPTH
WATER AT CASING AT
10-30
Varies
(feet)
LBG-
Culvert Replacement
Newman Road
Geologic Earth Exploration, Inc.
M. Fisher
GRANULAR SOILS
BLOW S/FT DENSITY
4-10
COHESIVE SOILS
GROUNDWATER READINGS
> 50
V. LOOSE
LOOSE
M. DENSE
DENSE
V. DENSE
0-4
30-50
Very soft, gray CLAY, trace silt.
EOB - 46 ft.
SAMPLE DESCRIPTION
Burmister Classification
Very soft, gray CLAY
7/22/2019 Newman Road Soil boring Logs 5.pdf
3/4
REPORT OF BORING No.
SHEET OF
Project No.CHKD BY
BORING Co. BORING LOCATION
FOREMAN GROUND SURFACE ELEV. DATUM NAVD 88
SE GEOLOGIST: DATE START DATE END
SAMPLER: SAMPLER CONSISTS OF 2 ft. by 1 -3/8 in. SPLIT SPOON
DRIVEN USING A 140 lb. HAMMER FALLING 30 in. DATE TIMECASING: DRIVEN 3 in. CASING USING DRIVE AND WASH TECHNIQUE 5/11/07 -
CASING SIZE: OTHER:
CASING PID
(lb /ft) N o. P EN /R EC (in ) D EP TH (ft) B LO WS/6" (pp m)
S-1 24/10 0-2 20-23- NA 1
17-12
5 S-2 24/9 4-6 2-1-1-1 NA
10 9 ft. * S-3 24/4 9-11 WOH 18in - NA
2
2
15 14 ft. * S-4 24/24 14-16 8-7- NA 3
9-11
20 S-5 24/16 19-21 1-2-1- NA
WOH 6in.
25 S-6 24/24 24-26 WOR 18in.- NAWOH 6in.
30 S-7 24/24 29-31 WOR 12in. -
WOH 12in.
REMARKS:
BLOWS/FT DENSITY 1) Boring started 4 in. below top of pavement grade.0-2 V. SOFT 2) Organic silt layer based on cuttings and drill action.
2-4 SOFT 3) Drill water fracked through pavement at location of culvert. Loss of
4-8 M. STIFF drill water resulted.
8-15 STIFF
15-30 V. STIFF
> 30 HARD Casing advanced to 14 ft. using drill rig hydraulics.
NOTES: 1) THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES. TRANSITIONS MAY BE GRADUAL.
2) WATER LEVEL READINGS HAVE BEEN MADE IN THE DRILL HOLES AT TIMES AND UNDER CONDITIONS STATED ON THIS BORING LOG.
FLUCTUATIONS IN THE LEVEL OF GROUNDWATER MAY OCCUR DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME
MEASUREMENTS ARE MADE.
O:\LBG - Newman Road\[Soil boring Logs - 5.11.07.XLS]B2 (1 of 2)
V. soft, brown Organic Silt/PEAT.
gravel.
V. soft, brown Organic Silt/PEAT,
B2
M. Mitsch2070242.A
NOTES
STABILIZATION TIME
STRATUM DESCRIPTION
Clay
Very soft, gray CLAY.
Very soft, gray CLAY.
Soft, gray CLAY.
BORING No.
gravel.
6
1
N/A
El. 6.0 +/-
See attached plan
5/11/2007 5/11/2007
B2
2
SAMPLE
PROJECT
W e s t o n & S a m p s o n ENGINEERS, INC.
DEPTH
WATER AT CASING AT
3 inch steel casing
N/A
(feet)
LBG-
Culvert Replacement
Newman Road
Geologic Earth Exploration, Inc.
M. Fisher
B. Green
30-50
GRANULAR SOILS
BLOWS/FT DENSITY
4-10
10-30
COHESIVE SOILS
GROUNDWATER READINGS
> 50
V. LOOSE
LOOSE
M. DENSE
DENSE
V. DENSE
0-4
Organic Silt layer 1 ft. +/-
14 ft.
Dense, gray-brown, medium
to fine SAND, little silt and fine
Pavement Layer 4 in.+/-
Road subbase material to4 ft.
Or anic Silt and Peat from
4 ft. to 12 ft. +/-
SAMPLE DESCRIPTION
Burmister Classification
little coarse to fine sand and fine
Very stiff, light gray CLAY, trace
7/22/2019 Newman Road Soil boring Logs 5.pdf
4/4
REPORT OF BORING No.
SHEET OF
Project No.CHKD BY
BORING Co. BORING LOCATION
FOREMAN GROUND SURFACE ELEV. DATUM NAVD 88
SE GEOLOGIST: DATE START DATE END
SAMPLER: SAMPLER CONSISTS OF 2 ft. by 1 -3/8 in. SPLIT SPOON
DRIVEN USING A 140 lb. HAMMER FALLING 30 in. DATE TIMECASING: DRIVEN 3 in. CASING USING DRIVE AND WASH TECHNIQUE 5/11/07 -
CASING SIZE: OTHER:
CASING PID
(lb /ft) N o. PE N/REC (in ) D EPT H (ft) BL OWS/6" (pp m)
35 S-8 24/24 34-36 WOR 15in. - NA 4
WOH 9in.
40 S-9 24/13 39-41 WOH 24in. NA
45
50
55
60
REMARKS:
BLOWS/FT DENSITY 4) Loss of drill water at 33 ft. +/-. Drill water fracked out along crack at0-2 V. SOFT the center line of Newman Road adjacent to the boring.
2-4 SOFT
4-8 M. STIFF
8-15 STIFF
15-30 V. STIFF
> 30 HARD
NOTES: 1) THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES. TRANSITIONS MAY BE GRADUAL.
2) WATER LEVEL READINGS HAVE BEEN MADE IN THE DRILL HOLES AT TIMES AND UNDER CONDITIONS STATED ON THIS BORING LOG.
FLUCTUATIONS IN THE LEVEL OF GROUNDWATER MAY OCCUR DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME
MEASUREMENTS ARE MADE.
O:\LBG - Newman Road\[Soil boring Logs - 5.11.07.XLS]B2 (1 of 2)
Very soft, gray CLAY, trace silt.
Very soft, gray CLAY, little silt.
Varies
SAMPLE DESCRIPTION
Burmister Classification
COHESIVE SOILS
GROUNDWATER READINGS
> 50
V. LOOSE
LOOSE
M. DENSE
DENSE
V. DENSE
0-4
30-50
GRANULAR SOILS
BLOW S/FT DENSITY
4-10
10-30
(feet)
LBG-
Culvert Replacement
Newman Road
Geologic Earth Exploration, Inc.
M. Fisher
B. Green
B2
2
SAMPLE
PROJECT
W e s t o n & S a m p s o n ENGINEERS, INC.
DEPTH
WATER AT CASING AT
3 inch steel casing
2
NA
El. 6.0 +/-
See attached plan
5/11/2007 5/11/2007
2070242.A
NOTES
STABILIZATION TIME
STRATUM DESCRIPTION
14 ft.
Note: WOR = Weight of Rod w/sampler, WOH = Weight of 140 lb. Hammer
B2
M. Mitsch
EOB - 41 ft.
Clay
BORING No.
Recommended