abc 123 impoundment - jay kay testing · 3/8 #60 #100 aashto t-89/t-90 atterberg limits...

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


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


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


SAMPLE: S-1 SAMPLED: - 5233 Lehman Road, Suite 110


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


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 %



Phone: (410) 259-5101DEPTH: 0-5.0' LOCATION: Baltimore, MD

MODIFIED PROCTOR TEST RESULTS Maximum Dry Unit Weight Optimum Moisture Content

ABC 123 IMPOUNDMENT


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 (%)




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




CALIFORNIA BEARING RATIO TEST RESULTS CORRECTED CBR AT 0.1" CORRECTED CBR AT 0.2"

ABC 123 IMPOUNDMENT


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.)





As Molded 122.6 9.6 91.6 -

After Soak 122.3 11.6 91.4 0.74


SURCHARGE: 75 PSF




CALIFORNIA BEARING RATIO TEST RESULTS CBR AT 0.1" CBR AT 0.2"

ABC 123 IMPOUNDMENT


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.)





As Molded 127.1 9.3 94.9 -

After Soak 128.8 9.9 96.2 0.31


SURCHARGE: 75 PSF




CALIFORNIA BEARING RATIO TEST RESULTS CBR AT 0.1" CBR AT 0.2"

ABC 123 IMPOUNDMENT


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




MAXIMUM DRY DENSITY: 128.0 PCF OPTIMUM MOISTURE CONTENT: 9.3 % METHOD: AASHTO T-193, COMPACTION: AASHTO T-180 (C)




ABC 123 IMPOUNDMENT


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



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




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 (%)


%

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


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



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




TIME (MINUTES)

CONSOLIDATION TIME READINGS




ABC 123 IMPOUNDMENT


4335

4345

4355

4365

4375

4385

4395

4405

0.1 1 10 100 1000 10000

DIA

L R

EAD

ING

(IN

CH

10

-4)



TIME (MINUTES)


4.0

ABC 123 IMPOUNDMENT






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)


TIME (MINUTES)







APPLIED LOAD (TSF)

8.0

ABC 123 IMPOUNDMENT


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)


TIME (MINUTES)




APPLIED LOAD (TSF)

16.0

ABC 123 IMPOUNDMENT





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)

abc 123 impoundment - jay kay testing · 3/8 #60 #100 aashto t-89/t-90 atterberg limits...

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