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PAGE 1 OF 14
B-1 Bulk
S-1 - 27 24 3
40.2 SC
-
USCS
20.6 SM12.8
-
13.4 - 32
13.1 40 25 15 99.1 CL
27 5 96.3 ML
-
15 38.6 SC
SAMPLED:
OM %
20 8 54.1 CL2.0-4.0
25 5
S-2
25 17 85.1 CL
21 13
CL-ML17 7
PI
B-3
B-3
B-4 Tube
S-2 3.0-4.5
4.5-6.0
6.0-7.5
0-2.0
23.5-25.0
0-5.0
1.5-3.0
4.0-6.0
8.0-10.0
18.0-20.0
23.5-25.0
28.5-30.0
33.5-35.0
30
12.4 - 46
13.1 - 36
-
12.4 42
13.8 - 24
5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101
PL
22 24
13.9 28
57.0
94.1 CL
44.9 SC14
32.8 GM
% FINES
B-1
B-1
B-1
S-3
BORING SAMPLE
-
LOCATION:
DEPTH
B-1
B-3
B-3
B-2
B-2
S-3
S-4
S-4
S-1 11.8 -
22
S-1
S-2
15.4
LL
35 20
-
REMARKS: -
PROJECT #: 1234567.89
S-3
S-4
13.8 - 34
46.8 SC
15.1 - 31
12.8 - 27 17 10
12.8 30 22 8 60.9 CL
22 9 32.1 GC
SUMMARY OF LABORATORY TESTING
ABC 123 IMPOUNDMENT
MC %
Baltimore, MDSAMPLES:
REPORT: 05/22/14
14
JAY KAY TESTING
B-2
B-2
Jay Kay Testing (AASHTO-Accredited)
05/22/14 TESTED BY: JMK REVIEWED BY: AA
3/8 #60 #100
AASHTO T-89/T-90
ATTERBERG LIMITS CLASSIFICATION
Liquid Limit AASHTO
Plastic Limit USCS
Plasticity Index
Brown clayey SAND with gravel
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 1 OF 9
35 A-6
20 SC
15
SOIL DESCRIPTION
pH - Other -
Moisture Content 15.4 Organic Content -
% GRAVEL % SAND Coarse Gravel Fine Gravel Coarse Sand Medium Sand Fine Sand CC CU
21.5 39.9 5.7 15.8 11.5 15.8 12.6 - -
Sieve Size 3" 2" 1.5" 1" 3/4" 1/2" 3/8" #4 #10 #40 #60 #100 # 200
% Passing 100.0 99.1 98.2 96.3 94.3 91.1 87.6 78.5 67.0 51.2 47.3 43.3 38.6
GRAIN SIZE ANALYSIS
Diameter 75.0 50.8 37.5 25.4 19.0 12.7 9.51 4.76 2.0 0.42 0.25 0.147 0.074
GRAIN SIZE (mm) AASHTO T-88
#200
DEPTH: 0-5.0 LOCATION: Baltimore, MD
Diameter (mm) U.S. Standard Sieve Hydrometer
GRAVEL SAND SILT OR CLAY
3 3/4 #4 #10 #40
ABC 123 IMPOUNDMENT
BORING: B-1 PROJECT #: 1234567.89 JAY KAY TESTING
SAMPLE: Bulk SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101
0
10
20
30
40
50
60
70
80
90
1000
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
PER
CEN
T FI
NER
P
ERC
ENT C
OA
RSER
0
10
20
30
40
50
60
0 20 40 60 80 100
SAND
#60 #270
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 7 OF 9
MC LL PL PI USCS AASHTO
12.8 27 24 3 SM A-2-4
78.3 16.4 5.3 LOAMY SAND
PERCENT SAND PERCENT SILT PERCENT CLAY USDA CLASSIFICATION
GRAIN SIZE (mm) AASHTO T-88
#10 #40 #100 #200 0.002
SILT CLAY
USDA RESULTS
U.S. STANDARD SIEVE HYDROMETER
BORING: B-1 PROJECT #: 1234567.89 JAY KAY TESTING
SAMPLE: S-1 SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 1.5-3.0' LOCATION: Baltimore, MD
ABC 123 IMPOUNDMENT
0
10
20
30
40
50
60
70
80
90
1000
10
20
30
40
50
60
70
80
90
100
0.0010.010.11
PER
CEN
T FI
NER
P
ERC
ENT C
OA
RSER
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 5 OF 9
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
15.4 35 20 15 SC A-6 38.6 Brown clayey SAND with gravel
TEST METHOD: AASHTO T-180 (C)133.9 9.3
PCF %
SAMPLE: Bulk SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 0-5.0' LOCATION: Baltimore, MD
MODIFIED PROCTOR TEST RESULTS Maximum Dry Unit Weight Optimum Moisture Content
ABC 123 IMPOUNDMENT
BORING: B-1 PROJECT #: 1234567.89 JAY KAY TESTING
125
126
127
128
129
130
131
132
133
134
135
136
3 5 7 9 11 13 15
DR
Y U
NIT
WEI
GH
T (P
CF)
MOISTURE CONTENT (%)
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
15.4 35 20 15 SC A-6 38.6 Brown clayey SAND with gravel
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 9 OF 9
DRY UNIT WEIGHT (PCF) MOISTURE CONTENT (%) COMPACTION (%) SWELL (%)
As Molded 118.9 9.4 88.8 -
After Soak 115.8 13.6 86.5 1.18
METHOD: AASHTO T-193, COMPACTION: AASHTO T-180 (C) 15.5 26.5
SURCHARGE: 75 PSF
SAMPLE: Bulk SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 0-5.0' LOCATION: Baltimore, MD
CALIFORNIA BEARING RATIO TEST RESULTS CORRECTED CBR AT 0.1" CORRECTED CBR AT 0.2"
ABC 123 IMPOUNDMENT
BORING: B-1 PROJECT #: 1234567.89 JAY KAY TESTING
CORRECTED AT 0.1" = 15.5
CORRECTED AT 0.2" = 26.5
0
25
50
75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
450
475
500
525
550
575
600
625
650
675
700
725
750
0 0.1 0.2 0.3 0.4 0.5
STR
ESS
(PSI
)
PENETRATION (IN.)
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
15.4 35 20 15 SC A-6 38.6 Brown clayey SAND with gravel
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 9 OF 9
DRY UNIT WEIGHT (PCF) MOISTURE CONTENT (%) COMPACTION (%) SWELL (%)
As Molded 122.6 9.6 91.6 -
After Soak 122.3 11.6 91.4 0.74
METHOD: AASHTO T-193, COMPACTION: AASHTO T-180 (C) 28.7 38.8
SURCHARGE: 75 PSF
SAMPLE: Bulk SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 0-5.0' LOCATION: Baltimore, MD
CALIFORNIA BEARING RATIO TEST RESULTS CBR AT 0.1" CBR AT 0.2"
ABC 123 IMPOUNDMENT
BORING: B-1 PROJECT #: 1234567.89 JAY KAY TESTING
0
50
100
150
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1000
1050
1100
1150
1200
1250
1300
1350
1400
1450
1500
1550
1600
1650
0 0.1 0.2 0.3 0.4 0.5
STR
ESS
(PSI
)
PENETRATION (IN.)
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
15.4 35 20 15 SC A-6 38.6 Brown clayey SAND with gravel
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 9 OF 9
DRY UNIT WEIGHT (PCF) MOISTURE CONTENT (%) COMPACTION (%) SWELL (%)
As Molded 127.1 9.3 94.9 -
After Soak 128.8 9.9 96.2 0.31
METHOD: AASHTO T-193, COMPACTION: AASHTO T-180 (C) 57.9 74.4
SURCHARGE: 75 PSF
SAMPLE: Bulk SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 0-5.0' LOCATION: Baltimore, MD
CALIFORNIA BEARING RATIO TEST RESULTS CBR AT 0.1" CBR AT 0.2"
ABC 123 IMPOUNDMENT
BORING: B-1 PROJECT #: 1234567.89 JAY KAY TESTING
0
100
200
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
0 0.1 0.2 0.3 0.4 0.5
STR
ESS
(PSI
)
PENETRATION (IN.)
l
p
n
CBR at 95% Max Dry Density = 26.5 at 0.1" Penetration
94.9 127.1 9.3 96.2 128.8 9.9 57.9 74.4 60 0.31
% PCF % % PCF % *DENOTES CORRECTED VALUE %
88.8 118.9 9.4 86.5 115.8 13.6 15.5* 26.5* 15 1.18
91.6 122.6 9.6 91.4 122.3 11.6 31.0 38.8 30 0.74
AS MOLDED AFTER SOAK
Compaction Density Moisture Compaction Density Moisture CBR at 0.1" CBR at 0.2" Blows Swell
SURCHARGE: 75 PSF
CALIFORNIA BEARING RATIO TEST RESULTS
15.4 35 20 15 SC A-6 38.6 Brown clayey SAND with gravel
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 10 OF 13
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
MAXIMUM DRY DENSITY: 128.0 PCF OPTIMUM MOISTURE CONTENT: 9.3 % METHOD: AASHTO T-193, COMPACTION: AASHTO T-180 (C)
SAMPLE: Bulk SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 0-5.0' LOCATION: Baltimore, MD
ABC 123 IMPOUNDMENT
BORING: B-1 PROJECT #: 1234567.89 JAY KAY TESTING
0
100
200
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
0 0.1 0.2 0.3 0.4 0.5
STR
ESS
(PSI
)
PENETRATION (IN.)
CBR AT 95% MDD = 26.5
117
119
121
123
125
127
129
10 15 20 25 30 35 40 45 50 55 60
MO
LDED
DEN
SITY
CBR AT 0.1"
sq. in. cu. ft. cu. ft. cu. ft.
CO
MP
RES
SIV
E ST
REN
GTH
(P
SF)
HEIGHT DIAMETER AREA VOLUME WET UNIT WEIGHT DRY UNIT WEIGHT
Initial Specimen Data 6.90 2.85 6.37940 0.02547 131.2 109.8
UNCONFINED COMPRESSIVE STRENGTH TEST UNCONFINED COMPRESSIVE STRENGTH: 3170.6 PSF
TEST METHOD: AASHTO T-208 Undrained Shear Strength: 1585.3 PSF
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 7 OF 9
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
13.8 24 17 7 CL-ML A-4 57.0 Brown sandy SILTY CLAY
in. in.
SAMPLE: Tube SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 23.5-25.0' LOCATION: Baltimore, MD
BORING: B-4 PROJECT #: 1234567.89 JAY KAY TESTING
ABC 123 IMPOUNDMENT
0
200
400
600
800
1000
1200
1400
1600
1800
2000
2200
2400
2600
2800
3000
3200
3400
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
AXIAL STRAIN (%)
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
%
Initial 0.801 29.4
TEST METHOD: AASHTO T-216 Inundated at 0.125 TSF 2.497 in. 0.755 in. 2.70 (est.)
CONSOLIDATION TEST Undisturbed 3" Shelby Tube SAMPLE DIAMETER SAMPLE HEIGHT SPECIFIC GRAVITY
SAMPLE: S-1 SAMPLED: -
JAY KAY TESTINGBORING: B-3 PROJECT #: 1234567.89
ABC 123 IMPOUNDMENT
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 3 OF 18
12.8 30 22 8 CL A-4 60.9 Brown sandy lean CLAY
PCF PCF
121.1 93.6
128.5 105.0Final 0.587 22.4
WET UNIT WEIGHT DRY UNIT WEIGHTVOID RATIO MOISTURE CONTENT
5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 18.0-20.0' LOCATION: Baltimore, MD
0.50
0.52
0.54
0.56
0.58
0.60
0.62
0.64
0.66
0.68
0.70
0.72
0.74
0.76
0.78
0.80
0.1 1 10 100
VO
ID R
ATI
O
LOAD (TSF)
APPLIED LOAD (TSF)
2.0
12.8 30 22 8 CL A-4 60.9 Brown sandy lean CLAY
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 11 OF 14
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
TIME (MINUTES)
CONSOLIDATION TIME READINGS
SAMPLE: S-1 SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 18.0-20.0' LOCATION: Baltimore, MD
ABC 123 IMPOUNDMENT
BORING: B-3 PROJECT #: 1234567.89 JAY KAY TESTING
4335
4345
4355
4365
4375
4385
4395
4405
0.1 1 10 100 1000 10000
DIA
L R
EAD
ING
(IN
CH
10
-4)
12.8 30 22 8 CL A-4 60.9 Brown sandy lean CLAY
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 12 OF 14
TIME (MINUTES)
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
4.0
ABC 123 IMPOUNDMENT
BORING: B-3 PROJECT #: 1234567.89 JAY KAY TESTING
SAMPLE: S-1 SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 18.0-20.0' LOCATION: Baltimore, MD
CONSOLIDATION TIME READINGS
APPLIED LOAD (TSF)
4220
4230
4240
4250
4260
4270
4280
4290
4300
4310
4320
0.1 1 10 100 1000 10000
DIA
L R
EAD
ING
(IN
CH
10
-4)
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 13 OF 14
TIME (MINUTES)
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
12.8 30 22 8 CL A-4 60.9 Brown sandy lean CLAY
SAMPLE: S-1 SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 18.0-20.0' LOCATION: Baltimore, MD
CONSOLIDATION TIME READINGS
APPLIED LOAD (TSF)
8.0
ABC 123 IMPOUNDMENT
BORING: B-3 PROJECT #: 1234567.89 JAY KAY TESTING
4000
4010
4020
4030
4040
4050
4060
4070
4080
4090
4100
4110
4120
4130
4140
4150
4160
4170
4180
4190
4200
4210
0.1 1 10 100 1000 10000
DIA
L R
EAD
ING
(IN
CH
10
-4)
05/22/14 TESTED BY: JMK REVIEWED BY: AA PAGE 14 OF 14
TIME (MINUTES)
MC LL PL PI USCS AASHTO FINES SOIL DESCRIPTION
12.8 30 22 8 CL A-4 60.9 Brown sandy lean CLAY
CONSOLIDATION TIME READINGS
APPLIED LOAD (TSF)
16.0
ABC 123 IMPOUNDMENT
BORING: B-3 PROJECT #: 1234567.89 JAY KAY TESTING
SAMPLE: S-1 SAMPLED: - 5233 Lehman Road, Suite 110
Spring Grove, PA 17362
Phone: (410) 259-5101DEPTH: 18.0-20.0' LOCATION: Baltimore, MD
4170
4180
4190
4200
4210
4220
4230
4240
4250
4260
4270
4280
4290
4300
4310
4320
4330
4340
4350
4360
4370
4380
4390
4400
0.1 1 10 100 1000 10000
DIA
L R
EAD
ING
(IN
CH
10
-4)