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U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER...

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0 10 20 30 40 50 60 70 80 90 100 0.001 0.01 0.1 1 10 100 D 30 (mm) D 60 (mm) D 100 (mm) BORING SYMBOL PARTICLE SIZE DISTRIBUTION PI (%)* PL (%)* LL (%)* G-23 G-23 19.10 19.10 4.114 2.519 0.342 0.160 -- -- 37.7 30.0 43.8 48.7 % Sand DEPTH (ft) DEPTH (ft) 1.5 3/4 C u G-23 G-23 BORING PERCENT RETAINED BY WEIGHT PERCENT FINER BY WEIGHT 0 10 20 30 40 50 60 70 80 90 100 coarse fine coarse medium fine GRAVEL SAND SILT OR CLAY CLASSIFICATION SYMBOL 60 % Silt or % Clay % Gravel D 10 (mm) C c 100 HYDROMETER 200 40 COBBLES GRAIN SIZE IN MILLIMETERS 30.5 60.5 30.5 60.5 18.5 21.3 4 3/8 Laboratory Test Method: ASTM D 422 U.S. SIEVE NUMBERS -- -- -- -- -- -- -- -- -- -- *As determined by ASTM D 4318; see attached Atterberg Limits Test Results. 20 U.S. SIEVE OPENING IN INCHES 6 3 10 Figure: F-5.10 Prepared/Date: JF 6/29/2011 Checked/Date: Prepared/Date: JF 6/29/2011 Checked/Date: MTA Westside Subway Extension Los Angeles, California Project No.: 4953-10-1561 MACTEC LA GRAIN SIZE S:\70131 GEOTECH\GINTW\LIBRARY MACTEC JUNE2011.GLB T:\JIMMY\SIEVES N ATTERBERG PLOTS FOR REACHES\4953-10-1561 MTA WESTSIDE SUBWAY EXTENSION.GPJ 10/18/11 SILTY SAND with GRAVEL (SM) SILTY SAND with GRAVEL (SM) HP 12/2/2011
Transcript

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-23G-23

19.1019.10

4.1142.519

0.3420.160

----

37.730.0

43.848.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-23G-23

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

30.560.5

30.560.5

18.521.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----

----

----

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-5.10

Prepared/Date: JF 6/29/2011Checked/Date:Prepared/Date: JF 6/29/2011Checked/Date:

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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/11

SILTY SAND with GRAVEL (SM)SILTY SAND with GRAVEL (SM)

HP 12/2/2011

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-24G-24G-24

12.7012.7012.70

0.1190.2440.374

----

0.121

------

3.96.97.2

45.851.570.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-24G-24G-24

BORING

PER

CEN

T R

ETA

INED

BY

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T

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CEN

T FI

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BY

WEI

GH

T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

20.560.570.5

20.560.570.5

50.341.622.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

------

------

------

------

------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-5.11

Prepared/Date: JF 6/29/2011Checked/Date:Prepared/Date: JF 6/29/2011Checked/Date:Prepared/Date: JF 6/29/2011Checked/Date:

MTA Westside Subway Extension

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/11

SANDY LEAN CLAY (CL)SILTY SAND (SM)SILTY SAND (SM)

HP 12/2/2011

Preliminary Geotechnical and Environmental Report

Appendix F – Laboratory Testing

W E S T S I D E S U B W A Y E X T E N S I O N P R O J E C T December 21, 2011

FIGURES F-6.1 THROUGH F-6.224 PARTICLE SIZE DISTRIBUTION (PE PHASE)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-101G-101G-101G-101

9.504.752.362.36

0.1420.0610.0210.028

--0.0080.0020.005

--------

0.10.00.00.0

58.535.35.512.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-101G-101G-101G-101

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

14.024.029.539.5

14.024.029.539.5

41.464.794.587.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----4041

----1316

----2725

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.1

Prepared/Date: YN 8/9/2011Checked/Date: LT 7/28/2011Prepared/Date:Checked/Date:Prepared/Date: YN 8/9/2011Checked/Date: LT 7/28/2011Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

SANDY SILT (ML)LEAN CLAY (CL)LEAN CLAY (CL)

0

10

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30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-101G-101G-101G-101

9.504.759.5019.00

0.2440.3540.3752.515

0.0080.2120.2160.521

--0.1510.1160.102

0.10.00.316.7

55.493.891.476.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-101G-101G-101G-101

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

49.554.059.569.5

49.554.059.569.5

44.56.28.37.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--------

--------

--------

--0.81.11.1

--2.33.224.7

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.2

Prepared/Date: YN 8/9/2011Checked/Date: LT 7/28/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND (SC)

POORLY GRADED SAND with SILT (SP-SM)POORLY GRADED SAND with SILT (SP-SM)

WELL GRADED SAND with SILT and GRAVEL (SW-SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-102G-102G-102G-102

1.984.754.759.52

0.0330.034

--0.877

0.0020.002

--0.284

--------

0.00.00.02.0

22.722.933.484.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-102G-102G-102G-102

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

20.530.535.545.5

20.530.535.545.5

77.377.166.613.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

557437--

322520--

234917--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.3

Prepared/Date: WL 8/8/2011Checked/Date: LT 9/6/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 ELASTIC SILT with SAND (MH)

FAT CLAY with SAND (CH)SANDY LEAN CLAY (CL)

CLAYEY SAND (SC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-102G-102G-102G-102

4.754.754.750.85

0.1450.2400.3000.025

0.0140.0750.1840.009

0.001--

0.0770.002

0.00.00.00.0

50.770.090.33.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-102G-102G-102G-102

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

50.560.565.575.5

50.560.565.575.5

49.330.09.796.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

45NP--49

30NP--34

15NP--15

1.0--

1.51.3

101.2--

3.910.8

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.4

Prepared/Date: WL 8/8/2011Checked/Date: LT 9/6/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

SILTY SAND (SM)POORLY GRADED SAND with SILT (SP-SM)

SILTSTONE

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-103G-103G-103G-103

9.529.521.981.98

0.2550.1180.2440.238

--0.0100.0530.153

------

0.078

2.00.70.00.0

65.045.672.091.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-103G-103G-103G-103

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

31.540.549.552.5

31.540.549.552.5

33.053.728.09.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--3844--

--2321--

--1523--

------

1.3

------

3.1

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.5

Prepared/Date: JF 6/14/2011Checked/Date: RH 6/15/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

SANDY LEAN CLAY (CL)CLAYEY SAND (SC)

POORLY GRADED SAND with SILT (SP-SM)

0

10

20

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40

50

60

70

80

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-103 19.10 0.206 0.102 -- 9.6 77.9% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-103BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

PER

CEN

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NER

BY

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T0

10

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40

50

60

70

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

61.5

61.5 12.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.6

Prepared/Date: JF 6/14/2011Checked/Date: RH 6/15/2011

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-104G-104G-104G-104

9.524.751.984.75

--0.2680.0260.050

----

0.0040.011

------

0.001

0.20.00.00.0

14.969.69.925.9

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-104G-104G-104G-104

BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

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50

60

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

10.525.535.545.5

10.525.535.545.5

84.930.490.174.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----4346

----1923

----2423

------

1.8

------

34.2

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.7

Prepared/Date: JF 8/31/2011Checked/Date: LT 9/6/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 LEAN CLAY with SAND (CL)

SILTY SAND (SM)LEAN CLAY (CL)

LEAN CLAY with SAND (CL)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-104G-104G-104G-104

4.754.7512.7025.40

0.0510.3390.7289.458

0.0040.1940.1202.109

--------

0.00.05.959.1

32.784.169.917.9

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-104G-104G-104G-104

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

55.565.576.585.5

55.565.576.585.5

67.315.924.222.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--------

--------

--------

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.8

Prepared/Date: JF 8/31/2011Checked/Date: LT 9/6/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SANDY LEAN CLAY (CL)

SILTY SAND (SM)SILTY SAND (SM)

SILTY GRAVEL with SAND (GM)

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-104 1.98 0.016 0.005 -- 0.0 5.7% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-104BORING

PER

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

90.5

90.5 94.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

47 35 12 -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.9

Prepared/Date: JF 8/31/2011Checked/Date: LT 9/6/2011

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3/11 SILTSTONE

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-105G-105G-105G-105

1.981.984.754.75

0.1830.2730.2850.241

0.0890.1670.1780.117

0.028------

0.00.00.00.0

76.680.289.587.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-105G-105G-105G-105

BORING

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

45.555.560.570.5

45.555.560.570.5

23.419.810.512.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--NP----

--NP----

--NP----

1.5--

1.50.8

6.6--

3.93.4

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.10

Prepared/Date: JF 9/8/2011Checked/Date: LT 9/7/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

SILTY SAND (SM)POORLY GRADED SAND with SILT (SP-SM)

SILTY SAND (SM)

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-105G-105

1.981.98

0.0210.019

0.0060.006

----

0.00.0

3.01.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-105G-105

BORING

PER

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

80.595.5

80.595.5

97.098.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

5554

3234

2320

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.11

Prepared/Date: JF 9/8/2011Checked/Date: LT 9/7/2011Prepared/Date:Checked/Date:

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3/11 SILTSTONE

SILTSTONE

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-106G-106G-106G-106

12.7012.701.981.98

0.7470.2100.0460.009

0.2470.0240.0150.002

--0.0020.003

--

6.813.90.00.0

82.138.727.13.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-106G-106G-106G-106

BORING

PER

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

28.537.543.552.5

28.537.543.552.5

11.147.472.996.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--3443--

--2031--

--1412--

1.21.81.6--

11.1134.015.0

--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.12

Prepared/Date: JF 6/15/2011Checked/Date: WL 6/16/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 WELL GRADED SAND with SILT (SW-SM)

CLAYEY SAND (SC)SILT with SAND (ML)

SILT (ML)

0

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-106G-106G-106

1.981.981.98

0.2020.2700.019

0.0060.1720.006

------

0.00.00.0

53.887.22.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-106G-106G-106

BORING

PER

CEN

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BY

WEI

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CEN

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

55.564.581.5

55.564.581.5

46.212.898.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

45--53

21--37

24--16

------

------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.13

Prepared/Date: JF 6/15/2011Checked/Date: WL 6/16/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND (SC)

SILTY SAND (SM)SILTSTONE

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-107G-107G-107G-107

9.521.989.5212.70

0.7110.0350.2740.241

0.2310.0080.1740.115

--------

0.10.00.00.3

85.03.082.779.1

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-107G-107G-107G-107

BORING

PER

CEN

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T0

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

25.550.555.565.5

25.550.555.565.5

14.997.017.320.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--54----

--19----

--35----

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.14

Prepared/Date: JF 8/31/2011Checked/Date: LT 9/1/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

FAT CLAY (CH)SILTY SAND (SM)SILTY SAND (SM)

0

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40

50

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70

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90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-107G-107G-107

1.981.981.98

0.0190.0270.023

0.0050.0080.008

0.0010.0010.001

0.00.00.0

4.18.51.9

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-107G-107G-107

BORING

PER

CEN

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BY

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

75.585.0

100.5

75.585.0

100.5

95.991.598.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

456648

294931

161717

1.01.81.8

13.018.417.6

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.15

Prepared/Date: JF 8/31/2011Checked/Date: LT 9/1/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILT (ML)

SILTSTONESILTSTONE

0

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90

100

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-108G-108G-108G-108

12.701.980.431.98

1.2100.0300.0200.032

0.5320.0090.0070.008

--0.0020.0020.002

6.20.00.00.0

83.16.82.511.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-108G-108G-108G-108

BORING

PER

CEN

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BY

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T0

10

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

10.570.590.5

105.5

10.570.590.5

105.5

10.893.297.589.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--535444

--373932

--161512

7.31.41.31.1

37.615.812.817.1

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.16

Prepared/Date: JF 9/2/2011Checked/Date: LT 9/7/2011Prepared/Date: JF 9/2/2011Checked/Date: LT 9/7/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 POORLY GRADED SAND with SILT (SP-SM)

ELASTIC SILT (MH)ELASTIC SILT (MH)

SILTSTONE

0

10

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-108 0.43 0.023 0.007 0.002 0.0 3.2% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-108BORING

PER

CEN

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BY

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

115.5

115.5 96.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- 1.2 13.3

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.17

Prepared/Date: JF 9/2/2011Checked/Date: LT 9/7/2011

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3/11 SILTSTONE

0

10

20

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50

60

70

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90

100

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-109G-109G-109G-109

9.529.524.751.98

0.4590.2610.1160.022

0.1980.1690.0750.008

------

0.002

1.50.20.00.0

83.379.670.42.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-109G-109G-109G-109

BORING

PER

CEN

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BY

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

25.555.565.590.5

25.555.565.590.5

15.220.329.698.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

------63

------47

------16

------

1.4

------

12.0

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.18

Prepared/Date: JF 9/2/2011Checked/Date: LT 9/7/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

SILTY SAND (SM)SILTY SAND (SM)

SILTSTONE

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-109G-109

1.981.98

0.0230.030

0.0080.010

0.0020.002

0.00.0

6.23.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-109G-109

BORING

PER

CEN

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INED

BY

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BY

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GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

110.5130.5

110.5130.5

93.896.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

6558

5045

1513

1.71.7

12.515.7

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.19

Prepared/Date: JF 9/2/2011Checked/Date: LT 9/7/2011Prepared/Date:Checked/Date:

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3/11 SILTSTONE

SILTSTONE

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-110G-110G-110G-110

9.504.754.752.36

0.4920.3170.3220.018

0.2260.1970.1900.005

--0.1020.082

--

2.10.00.00.0

87.092.191.02.1

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-110G-110G-110G-110

BORING

PER

CEN

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

30.555.560.575.5

30.555.560.575.5

10.97.99.097.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

------60

------40

------20

1.51.21.4--

7.23.13.9--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.20

Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 WELL GRADED SAND with SILT (SW-SM)

POORLY GRADED SAND with SILT (SP-SM)POORLY GRADED SAND with SILT (SP-SM)

SILTSTONE

0

10

20

30

40

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70

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-110G-110G-110G-110

2.361.182.361.18

0.0170.0130.0160.018

0.0050.0040.0050.005

--------

0.00.00.00.0

5.31.12.30.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-110G-110G-110G-110

BORING

PER

CEN

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BY

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T0

10

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60

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80

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

85.595.5

105.5115.5

85.595.5

105.5115.5

94.799.097.899.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

66514551

53352836

13161715

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.21

Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTSTONE

SILTSTONESILTSTONESILTSTONE

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-110 2.00 0.019 0.007 0.001 0.0 1.3% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-110BORING

PER

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BY

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

122.0

122.0 98.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

52 32 20 1.8 13.6

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.22

Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011

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3/11 SILTSTONE

0

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20

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-111G-111G-111G-111

1.980.859.521.98

0.0800.2550.2670.027

0.0210.1730.1190.009

0.0020.082

--0.003

0.00.01.30.0

41.791.383.96.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-111G-111G-111G-111

BORING

PER

CEN

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T0

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

50.565.570.580.5

50.565.570.580.5

58.38.714.893.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

32NP--

NP

21NP--

NP

11NP--

NP

3.11.4--

1.0

44.23.1--

8.4

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.23

Prepared/Date: JF 9/6/2011Checked/Date: LT 9/10/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SANDY LEAN CLAY (CL)

POORLY GRADED SAND with SILT (SP-SM)SILTY SAND (SM)

SILT (ML)

0

10

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-111 0.43 0.019 0.007 0.002 0.0 2.0% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-111BORING

PER

CEN

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BY

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

85.5

85.5 98.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

56 41 15 1.4 10.0

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.24

Prepared/Date: JF 9/6/2011Checked/Date: LT 9/10/2011

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3/11 SILTSTONE

0

10

20

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-112G-112G-112G-112

9.524.754.759.52

0.1210.4740.2600.123

0.0420.2390.1670.083

0.0020.1180.080

--

3.00.00.00.1

49.791.991.277.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-112G-112G-112G-112

BORING

PER

CEN

T R

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BY

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T

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

40.565.575.585.5

40.565.575.585.5

47.38.18.822.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

37------

25------

12------

7.01.01.3--

58.44.03.3--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.25

Prepared/Date: JF 9/6/2011Checked/Date: LT 9/9/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

POORLY GRADED SAND with SILT (SP-SM)POORLY GRADED SAND with SILT (SP-SM)

SILTY SAND (SM)

0

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20

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-112 1.98 0.030 0.011 0.003 0.0 5.3% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-112BORING

PER

CEN

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BY

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

110.5

110.5 94.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

59 40 19 1.5 11.7

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.26

Prepared/Date: JF 9/6/2011Checked/Date: LT 9/9/2011

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3/11 SILTSTONE

0

10

20

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-113G-113G-113G-113

4.759.504.754.75

0.0660.6500.0050.021

0.017----

0.003

--------

0.00.30.00.0

36.768.98.415.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-113G-113G-113G-113

BORING

PER

CEN

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BY

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T

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GH

T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

6.520.540.550.5

6.520.540.550.5

63.330.891.684.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

46--6952

16--2018

30--4934

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.27

Prepared/Date: YN 9/19/2011Checked/Date: LT 7/26/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SANDY LEAN CLAY (CL)

SILTY SAND (SM)FAT CLAY (CH)

FAT CLAY with SAND (CH)

0

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70

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-113G-113

4.750.60

0.3130.031

--0.011

--0.003

0.00.0

60.60.9

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-113G-113

BORING

PER

CEN

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BY

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

80.590.5

80.590.5

39.499.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--51

--28

--23

--1.2

--10.1

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.28

Prepared/Date: YN 9/19/2011Checked/Date: LT 7/26/2011Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

CLAYEY SILTSTONE

0

10

20

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40

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80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-114G-114G-114G-114

9.509.502.361.18

0.4060.1120.0570.005

0.1360.0040.015

--

0.004------

0.60.30.00.0

77.142.530.419.4

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-114G-114G-114G-114

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

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NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

39.548.051.557.5

39.548.051.557.5

22.357.269.680.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

27523274

19162018

8361256

12.3------

110.2------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.29

Prepared/Date: YN 8/10/2011Checked/Date: LT 8/8/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND (SC)

SANDY FAT CLAY (CH)SANDY LEAN CLAY (CL)

FAT CLAY with SAND (CH)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-114G-114G-114G-114

2.004.7525.002.36

0.2370.2570.2910.016

0.1610.1820.1110.004

--0.118

----

0.00.011.50.0

83.195.375.32.3

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-114G-114G-114G-114

BORING

PER

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

60.569.580.592.5

60.569.580.592.5

17.04.713.297.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

------46

------24

------22

--1.1----

--2.2----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

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U.S. SIEVE OPENING IN INCHES

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Figure: F-6.30

Prepared/Date: YN 8/10/2011Checked/Date: LT 8/8/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

POORLY GRADED SAND (SP)SILTY SAND (SM)

CLAYEY SILTSTONE

0

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100

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-116G-116G-116G-116

12.7012.7025.401.98

0.1352.9881.0050.074

0.0390.0200.0550.008

0.0020.001

----

3.630.321.90.0

50.729.845.539.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-116G-116G-116G-116

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60

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80

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

10.540.545.550.5

10.540.545.550.5

45.739.932.660.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--5042NP

--2421NP

--2621NP

6.20.1----

75.62270.6

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

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Figure: F-6.31

Prepared/Date: JF 9/7/2011Checked/Date: LT 9/9/2011Prepared/Date: JF 9/7/2011Checked/Date: LT 9/9/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

CLAYEY GRAVEL with SAND (GC)CLAYEY SAND with GRAVEL (SC)

SANDY SILT (ML)

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-116G-116G-116G-116

1.984.759.521.98

0.2070.2870.3410.215

0.0770.1900.1920.122

0.0020.0920.0240.077

0.00.00.20.0

70.691.386.891.4

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-116G-116G-116G-116

BORING

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CEN

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90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

55.560.565.580.5

55.560.565.580.5

29.48.713.08.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--------

--------

--------

13.71.44.50.9

98.43.114.22.8

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.32

Prepared/Date: JF 9/7/2011Checked/Date: LT 9/9/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

POORLY GRADED SAND with SILT (SP-SM)SILTY SAND (SM)

POORLY GRADED SAND with SILT (SP-SM)

0

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100

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-116G-116

25.401.98

15.8240.022

5.1240.005

2.281--

71.50.0

27.610.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-116G-116

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80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

95.5105.5

95.5105.5

0.989.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----

----

----

0.7--

6.9--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.33

Prepared/Date: JF 9/7/2011Checked/Date: LT 9/9/2011Prepared/Date:Checked/Date:

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3/11 POORLY GRADED GRAVEL with SAND (GP)

SILTSTONE

0

10

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-118G-118G-118G-118

4.751.981.989.52

0.3480.0770.0730.108

0.1810.0350.0410.077

--0.0080.010

--

0.00.00.02.5

86.840.938.770.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-118G-118G-118G-118

BORING

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

31.537.540.549.5

31.537.540.549.5

13.259.161.327.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--NPNP--

--NPNP--

--NPNP--

--1.92.4--

--9.27.5--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.34

Prepared/Date: JF 6/20/2011Checked/Date: AH 6/29/2011Prepared/Date: JF 6/20/2011Checked/Date: AH 6/29/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

SANDY SILT (ML)SANDY SILT (ML)SILTY SAND (SM)

0

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80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-118G-118G-118

4.759.529.52

0.3400.1280.108

0.2060.0910.077

0.125----

0.00.43.0

93.386.268.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-118G-118G-118

BORING

PER

CEN

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BY

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T0

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80

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

52.561.573.5

52.561.573.5

6.713.428.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

NP----

NP----

NP----

1.0----

2.7----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

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6 3 10

Figure: F-6.35

Prepared/Date: JF 6/20/2011Checked/Date: AH 6/29/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 POORLY GRADED SAND with SILT (SP-SM)

SILTY SAND (SM)SILTY SAND (SM)

0

10

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40

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60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-119G-119G-119G-119

12.701.989.5225.40

0.6710.8760.1330.266

0.3000.2670.0930.112

0.1490.041

--0.078

2.20.00.621.3

91.883.287.471.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-119G-119G-119G-119

BORING

PER

CEN

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T0

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

25.535.550.560.5

25.535.550.560.5

6.016.812.07.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--NP----

--NP----

--NP----

0.92.00.90.6

4.521.21.83.4

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.36

Prepared/Date: JF 9/9/2011Checked/Date: LT 9/13/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 POORLY GRADED SAND with SILT (SP-SM)

SILTY SAND (SM)POORLY GRADED SAND with SILT (SP-SM)

POORLY GRADED SAND with SILT and GRAVEL (SP-SM)

0

10

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-119G-119G-119

1.981.981.98

0.0490.0470.060

0.0150.0190.023

0.0040.0050.004

0.00.00.0

28.422.332.4

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-119G-119G-119

BORING

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

75.595.5

105.5

75.595.5

105.5

71.677.767.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

NPNPNP

NPNPNP

NPNPNP

1.11.52.2

11.38.615.2

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

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6 3 10

Figure: F-6.37

Prepared/Date: JF 9/9/2011Checked/Date: LT 9/13/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTSTONE

SILTSTONESANDY SILTSTONE

0

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70

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90

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-121G-121G-121G-121

19.109.524.7519.10

7.0250.0770.2375.883

3.7140.0300.1473.224

0.5640.0060.0831.521

65.40.50.055.1

31.240.193.542.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-121G-121G-121G-121

BORING

PER

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

10.520.535.565.5

10.520.535.565.5

3.459.46.52.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--NP----

--NP----

--NP----

3.51.81.11.2

12.511.92.93.9

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

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Figure: F-6.38

Prepared/Date: JF 9/8/2011Checked/Date: LT 9/15/2011Prepared/Date: JF 9/8/2011Checked/Date: LT 9/15/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 POORLY GRADED GRAVEL with SAND (GP)

SANDY SILT (ML)POORLY GRADED SAND with SILT (SP-SM)POORLY GRADED GRAVEL with SAND (GP)

0

10

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90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-121G-121G-121

12.701.9819.10

4.3370.0453.049

0.9860.015

--

0.1030.004

--

37.60.033.6

54.622.833.3

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-121G-121G-121

BORING

PER

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

70.580.595.5

70.580.595.5

7.877.233.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--NP--

--NP--

--NP--

2.21.4--

42.012.8

--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.39

Prepared/Date: JF 9/8/2011Checked/Date: LT 9/15/2011Prepared/Date:Checked/Date:Prepared/Date: JF 9/8/2011Checked/Date: LT 9/15/2011

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3/11 WELL GRADED SAND with SILT and GRAVEL (SW-SM)

SILT with SAND (ML)SILTY GRAVEL with SAND (GM)

0

10

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-123G-123G-123G-123

4.751.9819.109.52

0.9820.0640.5910.122

0.2800.0330.2360.088

0.0460.0080.088

--

0.00.05.12.7

82.832.886.482.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-123G-123G-123G-123

BORING

PER

CEN

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

15.533.544.555.5

15.533.544.555.5

17.267.28.514.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--------

--------

--------

1.72.11.1--

21.17.96.7--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.40

Prepared/Date: JF 9/12/2011Checked/Date: LT 10/1/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND (SC)

SANDY SILT (ML)WELL GRADED SAND with SILT (SW-SM)

SILTY SAND (SM)

0

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50

60

70

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-123 9.52 0.522 0.238 0.100 1.1 92.7% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-123BORING

PER

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10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

69.5

69.5 6.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- 1.1 5.2

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.41

Prepared/Date: JF 9/12/2011Checked/Date: LT 10/1/2011

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3/11 POORLY GRADED SAND with SILT (SW-SM)

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-124G-124G-124G-124

4.754.759.5219.10

0.2570.2260.2830.487

0.0640.0690.1840.209

0.0310.023

--0.082

0.00.00.311.6

65.068.385.479.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-124G-124G-124G-124

BORING

PER

CEN

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

15.530.545.560.5

15.530.545.560.5

35.031.714.48.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--------

--------

--------

0.50.9--

1.1

8.310.0

--5.9

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.42

Prepared/Date: JF 8/8/2011Checked/Date: LT 10/1/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 CLAYEY SAND (SC)

CLAYEY SAND (SC)SILTY SAND (SM)

POORLY GRADED SAND with SILT (SP-SM)

0

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40

50

60

70

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-124 12.70 0.520 0.229 0.078 3.3 87.0% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-124BORING

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

80.5

80.5 9.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- 1.3 6.7

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.43

Prepared/Date: JF 8/8/2011Checked/Date: LT 10/1/2011

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3/11 WELL GRADED SAND with SILT (SW-SM)

0

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40

50

60

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-125G-125G-125G-125

9.529.5219.104.75

0.2020.0690.3430.017

0.1010.0040.1640.002

--------

0.00.58.70.0

81.438.476.510.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-125G-125G-125G-125

BORING

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BY

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T0

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

25.547.559.565.5

25.547.559.565.5

18.661.114.889.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--47--64

--30--34

--17--30

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.44

Prepared/Date: LH 9/12/2011Checked/Date: LT 9/14/2011Prepared/Date: LH 9/12/2011Checked/Date: LT 9/14/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

SANDY SILT (ML)SILTY SAND (SM)

ELASTIC SILT (MH)

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-125G-125

19.101.98

0.5220.153

0.1580.095

----

15.40.0

70.985.1

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-125G-125

BORING

PER

CEN

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BY

WEI

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T

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CEN

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NER

BY

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GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

77.590.0

77.590.0

13.614.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----

----

----

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.45

Prepared/Date: LH 9/12/2011Checked/Date: LT 9/14/2011Prepared/Date:Checked/Date:

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3/11 SILTY SAND with GRAVEL (SM)

SILTY SAND (SM)

0

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30

40

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80

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-126G-126G-126G-126

9.524.754.759.52

0.2250.0820.1020.196

0.022----

0.004

--------

1.40.00.04.5

56.644.955.245.9

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-126G-126G-126G-126

BORING

PER

CEN

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INED

BY

WEI

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T

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

45.565.575.580.5

45.565.575.580.5

42.055.144.849.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

38----49

23----22

15----27

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.46

Prepared/Date: JF 6/16/2011Checked/Date: HP 9/13/2011Prepared/Date: JFChecked/Date:Prepared/Date: JFChecked/Date:Prepared/Date: JFChecked/Date:

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3/11 CLAYEY SAND (SC)

SANDY SILT (ML)SILTY SAND (SM)

CLAYEY SAND (SC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-126 9.52 0.355 0.036 0.001 0.8 66.4% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-126BORING

PER

CEN

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BY

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T

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T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

95.5

95.5 32.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- 2.7 269.9

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.47

Prepared/Date: JF 6/16/2011Checked/Date: HP 9/13/2011

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3/11 SILTY SAND (SM)

0

10

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30

40

50

60

70

80

90

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-127G-127G-127G-127

1.984.751.9825.40

0.0990.0720.0923.265

--0.0070.0190.617

--------

0.00.00.032.4

54.139.346.655.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-127G-127G-127G-127

BORING

PER

CEN

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INED

BY

WEI

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T

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CEN

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NER

BY

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GH

T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

30.540.555.570.5

30.540.555.570.5

45.960.753.412.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--4039--

--2725--

--1314--

------

2.3

------

65.6

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.48

Prepared/Date:Checked/Date:Prepared/Date: LH 9/12/2011Checked/Date: LT 9/16/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SILTY SAND (SM)

SANDY SILT (ML)SANDY LEAN CLAY (CL)

SILTY SAND with GRAVEL (SM)

0

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-127G-127

4.759.52

--0.295

--0.038

----

0.01.1

19.859.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-127G-127

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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CEN

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NER

BY

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

75.590.5

75.590.5

80.239.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--47

--29

--18

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.49

Prepared/Date: LH 9/12/2011Checked/Date: LT 9/16/2011Prepared/Date:Checked/Date:

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3/11 SILT with SAND (ML)

SILTY SAND (SM)

0

10

20

30

40

50

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80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-128G-128G-128G-128

9.504.754.754.75

--0.0090.0400.024

--0.0010.0030.004

--------

0.20.00.00.0

35.84.625.516.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-128G-128G-128G-128

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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CEN

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

5.515.525.530.5

5.515.525.530.5

64.195.574.583.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

44593745

13191317

31402428

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.50

Prepared/Date: YN 7/28/2011Checked/Date: LT 7/28/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SANDY LEAN CLAY (CL)

FAT CLAY (CH)LEAN CLAY with SAND (CL)LEAN CLAY with SAND (CL)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-128G-128G-128G-128

19.004.759.509.50

0.1890.1000.1080.181

0.038--

0.033--

----

0.009--

16.70.00.61.0

40.348.246.649.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-128G-128G-128G-128

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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T0

10

20

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40

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

45.555.570.585.0

45.555.570.585.0

43.051.852.849.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

3530NP42

1517NP14

2013NP28

----

1.1--

----

12.0--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.51

Prepared/Date: YN 7/28/2011Checked/Date: LT 7/28/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND with GRAVEL (SC)

SANDY LEAN CLAY (CL)SANDY SILT (ML)

CLAYEY SAND (SC)

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-129G-129G-129G-129

9.504.759.5025.00

0.0210.0070.1701.137

0.002--

0.0120.232

--------

0.20.00.718.0

15.512.352.562.9

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-129G-129G-129G-129

BORING

PER

CEN

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

14.024.034.044.0

14.024.034.044.0

84.387.746.819.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

345930NP

151712NP

194218NP

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.52

Prepared/Date: YN 7/20/2011Checked/Date: LT 7/28/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 LEAN CLAY with SAND (CL)

FAT CLAY (CH)CLAYEY SAND (SC)

SILTY SAND with GRAVEL (SM)

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-129G-129G-129G-129

25.0037.5012.509.50

0.8581.4210.0480.026

0.3300.3280.0260.002

----

0.009--

11.916.41.00.6

73.367.616.323.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-129G-129G-129G-129

BORING

PER

CEN

T R

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BY

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T

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CEN

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

59.564.069.589.5

59.564.069.589.5

14.816.082.775.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

NP----54

NP----16

NP----38

----

1.5--

----

5.3--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.53

Prepared/Date: YN 7/20/2011Checked/Date: LT 7/28/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

SILTY SAND with GRAVEL (SM)SILT with SAND (ML)

FAT CLAY with SAND (CH)

0

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-129 25.00 0.482 -- -- 12.0 56.0% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-129BORING

PER

CEN

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

104.0

104.0 32.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

40 14 26 -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.54

Prepared/Date: YN 7/20/2011Checked/Date: LT 7/28/2011

MTA Westside Subway Extension

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3/11 CLAYEY SAND (SC)

0

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40

50

60

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-130BG-130BG-130BG-130B

1.9825.404.751.98

0.0070.4500.0630.093

0.0010.0750.006

--

--------

0.023.80.00.0

1.846.237.354.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-130BG-130BG-130BG-130B

BORING

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

40.555.560.580.5

40.555.560.580.5

98.230.062.745.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----48--

----28--

----20--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.55

Prepared/Date: JF 6/27/2011Checked/Date: LT 9/14/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 LEAN CLAY (CL)

CLAYEY SAND with GRAVEL (SC)SANDY SILT (ML)SILTY SAND (SM)

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-130BG-130B

4.754.75

0.0900.482

0.0070.206

----

0.00.0

45.281.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-130BG-130B

BORING

PER

CEN

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T0

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

100.5120.5

100.5120.5

54.818.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----

----

----

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.56

Prepared/Date: JF 6/27/2011Checked/Date: LT 9/14/2011Prepared/Date:Checked/Date:

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3/11 SANDY LEAN CLAY (CL)

SILTY SAND (SM)

0

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40

50

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70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-131G-131G-131G-131

9.529.521.989.52

0.9850.0100.1260.133

0.152--

0.010--

0.005------

3.40.20.00.8

74.78.748.753.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-131G-131G-131G-131

BORING

PER

CEN

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BY

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T0

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60

70

80

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

10.535.550.555.5

10.535.550.555.5

21.891.151.346.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

3161----

2231----

930----

4.7------

197.6------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.57

Prepared/Date: YN 8/30/2011Checked/Date: LT 8/30/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND (SC)

FAT CLAY (CH)SANDY SILT (ML)SILTY SAND (SM)

0

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-131G-131G-131

25.4019.1012.70

0.2950.5420.672

0.0330.1690.096

0.001----

25.912.313.8

31.769.458.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-131G-131G-131

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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CEN

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BY

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GH

T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

65.580.595.5

65.580.595.5

42.418.327.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

43----

26----

17----

2.9----

224.9----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.58

Prepared/Date: YN 8/30/2011Checked/Date: LT 8/30/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND with GRAVEL (SC)

SILTY SAND (SM)SILTY SAND (SM)

0

10

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-132G-132G-132G-132

1.981.981.989.52

0.0320.0080.0070.647

0.002--

0.0020.211

------

0.026

0.00.00.01.9

23.110.89.282.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-132G-132G-132G-132

BORING

PER

CEN

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BY

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T0

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

25.535.545.560.5

25.535.545.560.5

76.989.290.816.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

426770NP

213640NP

213130NP

------

2.7

------

25.3

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.59

Prepared/Date: JF 9/2/2011Checked/Date: LT 9/2/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 LEAN CLAY with SAND (CL)

ELASTIC SILT (MH)ELASTIC SILT (MH)SILTY SAND (SM)

0

10

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-132G-132G-132

9.524.751.98

0.5420.0710.048

0.1750.0340.008

--0.008

--

1.20.00.0

79.937.929.1

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-132G-132G-132

BORING

PER

CEN

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INED

BY

WEI

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T0

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60

70

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

80.590.5

100.5

80.590.5

100.5

18.862.170.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

------

------

------

--2.2--

--9.5--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.60

Prepared/Date: JF 9/2/2011Checked/Date: LT 9/2/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND (SC)

SANDY SILT (ML)LEAN CLAY with SAND (CL)

0

10

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-133G-133G-133G-133

1.981.9838.109.52

0.0050.0370.4670.084

--0.0080.0850.025

--------

0.00.019.11.0

1.720.052.742.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-133G-133G-133G-133

BORING

PER

CEN

T R

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INED

BY

WEI

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T0

10

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50

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

50.559.568.574.5

50.559.568.574.5

98.380.028.256.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

65------

33------

32------

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.61

Prepared/Date: JF 6/28/2011Checked/Date: LT 8/15/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 ELASTIC SILT (MH)

SILT with SAND (ML)SILTY SAND with GRAVEL (SM)

SANDY SILT (ML)

0

10

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60

70

80

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-133 9.52 0.635 0.142 -- 3.8 75.7% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-133BORING

PER

CEN

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

83.5

83.5 20.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.62

Prepared/Date: JF 6/28/2011Checked/Date: LT 8/15/2011

MTA Westside Subway Extension

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3/11 CLAYEY SAND (SC)

0

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-134G-134G-134G-134

1.984.751.984.75

0.0500.0380.0040.045

0.0210.003

--0.003

0.002------

0.00.00.00.0

21.727.65.832.1

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-134G-134G-134G-134

BORING

PER

CEN

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INED

BY

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T

PER

CEN

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NER

BY

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T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

45.555.560.576.5

45.555.560.576.5

78.372.494.267.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--------

--------

--------

4.7------

25.9------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.63

Prepared/Date: JF 6/16/2011Checked/Date: LT 6/20/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILT with SAND (ML)

SILT with SAND (ML)LEAN CLAY (CL)

SANDY LEAN CLAY (CL)

0

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-134 12.70 0.306 -- -- 4.2 63.0% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-134BORING

PER

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

95.5

95.5 32.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.64

Prepared/Date: JF 6/16/2011Checked/Date: LT 6/20/2011

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-135G-135G-135G-135

12.700.434.751.98

0.3390.0100.0260.021

0.1110.0020.002

--

--------

5.50.00.00.0

75.29.917.218.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-135G-135G-135G-135

BORING

PER

CEN

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BY

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T

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NER

BY

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T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

19.556.065.574.0

19.556.065.574.0

19.290.182.882.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--545751

--302917

--242834

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.65

Prepared/Date: PK 9/9/2011Checked/Date: LT 9/15/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 CLAYEY SAND (SC)

ELASTIC SILT (MH)FAT CLAY with SAND (CH)FAT CLAY with SAND (CH)

0

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60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-135G-135G-135G-135

4.7525.401.981.98

0.1661.8700.1320.016

0.0240.4670.0650.005

--0.0540.003

--

0.016.40.00.0

49.771.167.11.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-135G-135G-135G-135

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

83.592.098.0

110.0

83.592.098.0

110.0

50.312.532.998.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

37----66

21----36

16----30

--2.211.5

--

--34.847.7

--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.66

Prepared/Date: PK 9/9/2011Checked/Date: LT 9/15/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SANDY LEAN CLAY (CL)

SILTY SAND with GRAVEL (SM)SILTY SAND (SM)

ELASTIC SILT (MH)

0

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20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-136G-136G-136G-136

12.701.989.5212.70

0.7530.0030.0120.586

0.124------

--------

5.80.00.67.5

71.22.815.852.1

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-136G-136G-136G-136

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

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NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

35.565.575.590.5

35.565.575.590.5

23.097.283.640.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--7143--

--2415--

--4728--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.67

Prepared/Date: WL 8/8/2011Checked/Date: LT 9/12/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 CLAYEY SAND (SC)

FAT CLAY (CH)LEAN CLAY with SAND (CL)

CLAYEY SAND (SC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-136G-136

1.984.75

0.0280.096

----

----

0.00.0

29.154.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-136G-136

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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NER

BY

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T0

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

95.5100.5

95.5100.5

70.945.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----

----

----

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.68

Prepared/Date: WL 8/8/2011Checked/Date: LT 9/12/2011Prepared/Date:Checked/Date:

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3/11 LEAN CLAY with SAND (CL)

SILTY SAND (SM)

0

10

20

30

40

50

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70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-137G-137G-137G-137

9.524.751.981.98

0.1770.1470.0530.004

--0.0470.008

--

--0.002

----

4.20.00.00.0

47.462.230.18.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-137G-137G-137G-137

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

49.058.564.570.5

49.058.564.570.5

48.437.869.991.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

32--5769

17--2821

15--2948

--7.5----

--72.7

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.69

Prepared/Date: YN 9/9/2011Checked/Date: HP 9/14/11Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 CLAYEY SAND (SC)

SILTY SAND (SM)SANDY FAT CLAY (CH)

FAT CLAY (CH)

0

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30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-137G-137G-137G-137

1.9812.7012.701.98

0.0581.1980.6940.012

0.0080.1110.100

--

--0.003

----

0.015.27.30.0

33.458.466.114.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-137G-137G-137G-137

BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

PER

CEN

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NER

BY

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

82.591.094.5

100.5

82.591.094.5

100.5

66.626.526.685.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

3229--58

1719--19

1510--39

--3.2----

--372.5

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.70

Prepared/Date: YN 9/9/2011Checked/Date: HP 9/14/11Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 SANDY LEAN CLAY (CL)

CLAYEY SAND with GRAVEL (SC)SILTY SAND (SM)FAT CLAY (CH)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-137 1.98 0.004 -- -- 0.0 3.0% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-137BORING

PER

CEN

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INED

BY

WEI

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

109.0

109.0 97.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

84 27 57 -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.71

Prepared/Date: YN 9/9/2011Checked/Date: HP 9/14/11

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3/11 FAT CLAY (CH)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-138G-138G-138G-138

9.521.981.9812.70

0.2970.0100.0290.095

--0.0020.0020.006

--------

2.70.00.01.8

53.718.232.440.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-138G-138G-138G-138

BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

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CEN

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NER

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GH

T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

30.565.575.585.5

30.565.575.585.5

43.681.867.657.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

33634736

16222113

17412623

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.72

Prepared/Date: PK 9/9/2011Checked/Date: LT 9/21/2011Prepared/Date: PK 9/9/2011Checked/Date: LT 9/21/2011Prepared/Date: PK 9/9/2011Checked/Date: LT 9/21/2011Prepared/Date: PK 9/9/2011Checked/Date: LT 9/21/2011

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3/11 CLAYEY SAND (SC)

FAT CLAY with SAND (CH)SANDY LEAN CLAY (CL)SANDY LEAN CLAY (CL)

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-138G-138G-138

9.529.529.52

0.4160.043

--

0.0830.005

--

------

1.80.21.6

69.827.97.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-138G-138G-138

BORING

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

95.5100.5105.5

95.5100.5105.5

28.472.090.8

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--38--

--18--

--20--

------

------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.73

Prepared/Date: PK 9/9/2011Checked/Date: LT 9/21/2011Prepared/Date: PK 9/9/2011Checked/Date: LT 9/21/2011Prepared/Date: PK 9/9/2011Checked/Date: LT 9/21/2011

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

LEAN CLAY with SAND (CL)SILT (ML)

0

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-139G-139G-139G-139

12.502.3619.009.50

0.6270.0190.3880.194

--0.0050.0380.021

--0.0010.001

--

6.00.04.71.9

62.713.857.650.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-139G-139G-139G-139

BORING

PER

CEN

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T0

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

50.555.575.585.5

50.555.575.585.5

31.386.237.647.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--413035

--151516

--261519

--0.92.9--

--14.6301.4

--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.74

Prepared/Date: YN 8/10/2011Checked/Date: LT 7/28/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 7/28/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 7/28/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 7/28/2011

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

LEAN CLAY (CL)CLAYEY SAND (SC)CLAYEY SAND (SC)

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D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-139 12.50 0.167 0.075 -- 0.5 69.6% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-139BORING

PER

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

95.5

95.5 29.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.75

Prepared/Date: YN 8/10/2011Checked/Date: LT 7/28/2011

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

0

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0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-140G-140G-140G-140

9.5212.7012.704.75

0.1880.0610.8170.136

--0.0340.2000.053

------

0.007

0.49.22.90.0

63.419.878.963.9

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-140G-140G-140G-140

BORING

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T0

10

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

50.568.577.580.5

50.568.577.580.5

36.271.018.236.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--32--

NP

--20--

NP

--12--

NP

------

3.0

------

20.2

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.76

Prepared/Date: JF 6/16/2011Checked/Date: LT 6/21/2011Prepared/Date: JF 6/16/2011Checked/Date: LT 6/21/2011Prepared/Date: JF 6/16/2011Checked/Date: LT 6/21/2011Prepared/Date: JF 6/16/2011Checked/Date: LT 6/21/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SILTY SAND (SM)

LEAN CLAY with SAND (CL)SILTY SAND (SM)SILTY SAND (SM)

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-140G-140

4.751.98

0.0330.087

0.0040.034

----

0.00.0

24.747.3

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-140G-140

BORING

PER

CEN

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BY

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NER

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

89.595.5

89.595.5

75.352.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

42NP

25NP

17NP

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.77

Prepared/Date: JF 6/16/2011Checked/Date: LT 6/21/2011Prepared/Date: JF 6/16/2011Checked/Date: LT 6/21/2011

MTA Westside Subway Extension

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3/11 LEAN CLAY with SAND (CL)

SANDY SILT (ML)

0

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70

80

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-141G-141G-141G-141

19.1019.101.984.75

13.0380.3050.0540.041

2.591--

0.0220.005

0.209--

0.003--

64.69.80.00.0

29.356.430.727.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-141G-141G-141G-141

BORING

PER

CEN

T R

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INED

BY

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CEN

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GH

T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

20.545.550.560.5

20.545.550.560.5

6.033.869.372.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

------38

------23

------15

2.5--

3.0--

62.3--

18.9--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.78

Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011

MTA Westside Subway Extension

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3/11 WELL GRADED GRAVEL with SILT and SAND (GW-GM)

SILTY SAND (SM)SANDY SILT (ML)

LEAN CLAY with SAND (CL)

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-141G-141

1.981.98

0.0670.040

0.0170.008

0.0020.001

0.00.0

36.425.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-141G-141

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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CEN

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NER

BY

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T0

10

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80

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

70.580.5

70.580.5

63.674.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

3537

2220

1317

2.51.4

39.430.4

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.79

Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011

MTA Westside Subway Extension

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3/11 SANDY LEAN CLAY (CL)

LEAN CLAY with SAND (CL)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-142G-142G-142G-142

12.701.9819.101.98

3.0690.0290.6350.055

0.5660.0060.1250.012

----

0.005--

28.70.017.80.0

54.712.153.327.4

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-142G-142G-142G-142

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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NER

BY

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T0

10

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70

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

30.545.555.565.5

30.545.555.565.5

16.687.928.972.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--54NP48

--31NP26

--23NP22

----

4.8--

----

123.6--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.80

Prepared/Date: JF 9/8/2011Checked/Date: LT 9/9/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND with GRAVEL (SM)

ELASTIC SILT (MH)SILTY SAND with GRAVEL (SM)

LEAN CLAY with SAND (CL)

0

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40

50

60

70

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90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-142 19.10 0.060 0.009 -- 2.4 31.7% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-142BORING

PER

CEN

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BY

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T0

10

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40

50

60

70

80

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

80.5

80.5 65.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.81

Prepared/Date: JF 9/8/2011Checked/Date: LT 9/9/2011

MTA Westside Subway Extension

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3/11 SANDY LEAN CLAY (CL)

0

10

20

30

40

50

60

70

80

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-143G-143G-143G-143

25.401.9819.1019.10

5.8150.0461.6510.685

0.5670.0070.1560.078

----

0.005--

42.00.022.115.0

42.428.253.155.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-143G-143G-143G-143

BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

PER

CEN

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NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

35.555.565.570.5

35.555.565.570.5

15.771.824.829.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--3839--

--2223--

--1616--

----

2.9--

----

325.7--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.82

Prepared/Date: LH/YN 9/28/11Checked/Date: LT/HP 9/15/11Prepared/Date: LH/YN 9/28/11Checked/Date: LT/HP 9/15/11Prepared/Date: LH/YN 9/28/11Checked/Date: LT/HP 9/15/11Prepared/Date: LH/YN 9/28/11Checked/Date: LT/HP 9/15/11

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3/11 SILTY SAND with GRAVEL (SM)

LEAN CLAY with SAND (CL)CLAYEY SAND with GRAVEL (SC)CLAYEY SAND with GRAVEL (SC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-143 9.52 0.396 0.051 0.002 0.7 65.5% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-143BORING

PER

CEN

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BY

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T0

10

20

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

85.5

85.5 33.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

NP NP NP 3.9 238.2

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.83

Prepared/Date: LH/YN 9/28/11Checked/Date: LT/HP 9/15/11

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

0

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40

50

60

70

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90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-144G-144G-144G-144

9.5019.0012.5012.50

0.0168.0021.5830.580

--0.2500.2040.092

--------

0.846.119.26.7

14.441.759.566.3

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-144G-144G-144G-144

BORING

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

15.525.540.545.5

15.525.540.545.5

84.912.221.327.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

5127----

1718----

349----

--0.1----

--129.0

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.84

Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 FAT CLAY with SAND (CH)

CLAYEY GRAVEL with SAND (GC)SILTY SAND with GRAVEL (SM)

SILTY SAND (SM)

0

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-144G-144G-144G-144

9.509.5012.504.75

0.0340.0381.4170.041

0.0050.004

--0.006

--------

0.50.720.40.0

22.120.346.927.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-144G-144G-144G-144

BORING

PER

CEN

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BY

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CEN

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NER

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GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

65.575.585.595.5

65.575.585.595.5

77.478.932.772.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

3837--31

1615--16

2222--15

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.85

Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011

MTA Westside Subway Extension

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3/11 LEAN CLAY with SAND (CL)

LEAN CLAY with SAND (CL)CLAYEY SAND with GRAVEL (SC)

LEAN CLAY with SAND (CL)

0

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40

50

60

70

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-144 12.50 0.523 0.079 -- 19.3 51.5% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-144BORING

PER

CEN

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BY

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T0

10

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

105.5

105.5 29.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.86

Prepared/Date: YN 9/19/2011Checked/Date: LT 8/8/2011

MTA Westside Subway Extension

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3/11 CLAYEY SAND with GRAVEL (SC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-145G-145G-145G-145

9.5012.5012.5012.50

0.0230.0810.1781.578

0.0030.015

--0.218

--------

0.92.54.814.9

15.438.552.964.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-145G-145G-145G-145

BORING

PER

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T0

10

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30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

10.525.535.541.5

10.525.535.541.5

83.759.042.320.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

4733----

1715----

3018----

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.87

Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011

MTA Westside Subway Extension

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3/11 LEAN CLAY with SAND (CL)

SANDY LEAN CLAY (CL)SILTY SAND (SM)SILTY SAND (SM)

0

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50

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70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-145G-145G-145G-145

19.0012.5012.5012.50

0.0390.0710.0482.294

0.0050.0110.0060.312

--------

6.11.41.219.9

20.537.429.264.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-145G-145G-145G-145

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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CEN

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NER

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GH

T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

51.565.571.580.5

51.565.571.580.5

73.461.269.615.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

393039--

151515--

241524--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.88

Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011

MTA Westside Subway Extension

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3/11 LEAN CLAY with SAND (CL)

SANDY LEAN CLAY (CL)SANDY LEAN CLAY (CL)

SILTY SAND with GRAVEL (SM)

0

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-145G-145

9.509.50

0.1190.034

--0.003

----

1.00.7

49.221.4

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-145G-145

BORING

PER

CEN

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T0

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

100.5110.5

100.5110.5

49.877.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--40

--14

--26

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.89

Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011Prepared/Date: YN 8/9/2011Checked/Date: LT 8/9/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SILTY SAND (SM)

LEAN CLAY with SAND (CL)

0

10

20

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40

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90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-146G-146G-146G-146

9.5212.701.981.98

0.0810.0640.0160.039

0.0150.008

--0.004

--------

3.65.90.00.0

38.730.610.124.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-146G-146G-146G-146

BORING

PER

CEN

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INED

BY

WEI

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NER

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T0

10

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60

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coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

48.557.569.581.5

48.557.569.581.5

57.763.689.975.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--334243

--181822

--152421

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.90

Prepared/Date: YN 9/1/2011Checked/Date: LT 9/16/2011Prepared/Date: YN 9/1/2011Checked/Date: LT 9/16/2011Prepared/Date: YN 9/1/2011Checked/Date: LT 9/16/2011Prepared/Date: YN 9/1/2011Checked/Date: LT 9/16/2011

MTA Westside Subway Extension

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3/11 SANDY SILT (ML)

SANDY LEAN CLAY (CL)LEAN CLAY (CL)

LEAN CLAY with SAND (CL)

0

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60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-146 12.70 1.524 0.275 -- 13.1 70.2% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-146BORING

PER

CEN

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BY

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T0

10

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60

70

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

90.5

90.5 16.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.91

Prepared/Date: YN 9/1/2011Checked/Date: LT 9/16/2011

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-147G-147G-147G-147

9.529.521.9819.10

0.7180.0820.0620.898

0.1520.0280.0180.108

--------

7.41.10.019.7

63.440.135.055.2

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-147G-147G-147G-147

BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

70.575.580.590.5

70.575.580.590.5

21.958.765.025.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--3831--

--1618--

--2213--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.92

Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011

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3/11 SILTY SAND (SM)

SANDY LEAN CLAY (CL)SANDY LEAN CLAY (CL)

SILTY SAND with GRAVEL (SM)

0

10

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-147G-147G-147

12.7012.709.52

1.0201.0600.031

0.1850.1920.002

------

17.811.70.7

62.868.618.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-147G-147G-147

BORING

PER

CEN

T R

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INED

BY

WEI

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T0

10

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60

70

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100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

95.5100.5115.5

95.5100.5115.5

19.419.681.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----48

----28

----20

------

------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.93

Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011Prepared/Date: YN 9/30/2011Checked/Date: HP 10/2/2011

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3/11 SILTY SAND with GRAVEL (SM)

SILTY SAND (SM)SILT with SAND (ML)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-148G-148G-148G-148

4.7512.5019.0019.00

0.0230.0690.3690.173

--0.0120.0340.027

--------

0.02.620.56.3

18.435.439.048.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-148G-148G-148G-148

BORING

PER

CEN

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T0

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60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

20.535.545.570.5

20.535.545.570.5

81.661.940.545.2

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

39----31

16----22

23----9

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.94

Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011

MTA Westside Subway Extension

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3/11 LEAN CLAY with SAND (CL)

SANDY SILT (ML)SILTY SAND with GRAVEL (SM)

CLAYEY SAND (SC)

0

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50

60

70

80

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-148G-148G-148G-148

12.5012.5012.5012.50

0.0610.3140.7390.060

0.0080.0820.1240.012

----

0.010--

2.35.95.61.6

33.565.968.733.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-148G-148G-148G-148

BORING

PER

CEN

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BY

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NER

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T0

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

75.585.595.5

100.5

75.585.595.5

100.5

64.228.225.864.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

32--

NP37

17--

NP22

15--

NP15

----

2.2--

----

77.8--

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.95

Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011

MTA Westside Subway Extension

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3/11 SANDY LEAN CLAY (CL)

SILTY SAND (SM)SILTY SAND (SM)

SANDY LEAN CLAY (CL)

0

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60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-148G-148G-148G-148

12.509.504.7519.00

0.6190.061

--0.126

0.0870.004

--0.010

--------

2.50.10.04.8

68.936.831.841.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-148G-148G-148G-148

BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

105.5115.5125.5140.5

105.5115.5125.5140.5

28.663.168.253.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--44--38

--16--14

--28--24

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.96

Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011Prepared/Date: YN 8/10/2011Checked/Date: LT 9/26/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SANDY LEAN CLAY (CL)

SANDY LEAN CLAY (CL)SANDY SILT (ML)

SANDY LEAN CLAY (CL)

0

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50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-149G-149G-149G-149

19.1012.709.529.52

0.7570.2940.0350.127

0.048--

0.004--

0.002------

16.89.40.52.0

47.758.213.848.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-149G-149G-149G-149

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

58.063.065.573.0

58.063.065.573.0

35.532.385.849.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----46--

----24--

----22--

1.5------

377.5------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.97

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND with GRAVEL (SM)

SILTY SAND (SM)LEAN CLAY (CL)SILTY SAND (SM)

0

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-149G-149

9.529.52

0.1250.094

0.009--

----

2.52.0

46.042.1

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-149G-149

BORING

PER

CEN

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INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

80.583.0

80.583.0

51.655.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----

----

----

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.98

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SANDY LEAN CLAY (CL)

SANDY LEAN CLAY (CL)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-150G-150G-150G-150

9.529.524.7512.70

0.1160.2730.0420.314

0.0060.0480.0030.025

--------

4.45.20.07.4

41.659.425.451.6

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-150G-150G-150G-150

BORING

PER

CEN

T R

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INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

25.540.550.560.5

25.540.550.560.5

54.135.474.641.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----4337

----2120

----2217

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.99

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SANDY LEAN CLAY (CL)

CLAYEY SAND (SC)LEAN CLAY with SAND (CL)

CLAYEY SAND (SC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-150G-150G-150

9.524.759.52

0.3400.0280.172

0.1000.0020.083

------

2.60.00.1

73.622.374.4

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-150G-150G-150

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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CEN

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NER

BY

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GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

70.575.590.5

70.575.590.5

23.877.725.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--54--

--27--

--27--

------

------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.100

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

FAT CLAY with SAND (CH)SILTY SAND (SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-152G-152G-152G-152

19.1012.7012.7019.10

3.0150.1720.0780.059

0.329--

0.0080.005

--------

31.02.55.110.0

52.858.135.426.0

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-152G-152G-152G-152

BORING

PER

CEN

T R

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INED

BY

WEI

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T

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CEN

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BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

50.558.063.070.5

50.558.063.070.5

16.339.459.564.0

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----34--

----19--

----15--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.101

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND with GRAVEL (SM)

SILTY SAND (SM)SANDY LEAN CLAY (CL)SANDY LEAN CLAY (CL)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-152G-152

9.5225.40

0.1240.754

0.0090.097

----

1.522.3

48.351.3

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-152G-152

BORING

PER

CEN

T R

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INED

BY

WEI

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T

PER

CEN

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NER

BY

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T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

78.080.5

78.080.5

50.226.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----

----

----

----

----

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.102

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:

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3/11 SANDY LEAN CLAY (CL)

CLAYEY SAND with GRAVEL (SC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-154G-154G-154G-154

9.5219.1012.7019.10

0.0362.4862.4025.609

0.0060.0620.1350.713

--------

0.725.824.345.4

21.342.851.840.3

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-154G-154G-154G-154

BORING

PER

CEN

T R

ETA

INED

BY

WEI

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T

PER

CEN

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NER

BY

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GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

33.043.048.053.0

33.043.048.053.0

78.131.423.914.3

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

--------

--------

--------

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.103

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

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3/11 LEAN CLAY with SAND (CL)

CLAYEY SAND with GRAVEL (SC)SILTY SAND with GRAVEL (SM)

CLAYEY GRAVEL with SAND (GC)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-154 19.10 3.104 0.433 -- 28.8 54.8% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-154BORING

PER

CEN

T R

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INED

BY

WEI

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T0

10

20

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40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

58.0

58.0 16.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.104

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SILTY SAND with GRAVEL (SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-156G-156G-156G-156

12.7012.701.981.98

0.2020.1550.0130.027

----

0.0010.001

--------

5.43.70.00.0

58.254.39.818.4

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-156G-156G-156G-156

BORING

PER

CEN

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BY

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T0

10

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50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

18.028.035.540.5

18.028.035.540.5

36.542.090.281.6

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

----5145

----2119

----3026

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.105

Prepared/Date: JF 7/17/2011Checked/Date: LT 7/27/2011Prepared/Date:Checked/Date:Prepared/Date: JF 7/17/2011Checked/Date: LT 7/27/2011Prepared/Date:Checked/Date:

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SILTY SAND (SM)

SILTY SAND (SM)FAT CLAY (CH)

LEAN CLAY with SAND (CL)

0

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70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-156G-156G-156G-156

4.759.5219.1019.10

0.0410.0800.9960.997

0.0040.0090.1630.197

--------

0.01.224.815.3

37.540.554.465.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-156G-156G-156G-156

BORING

PER

CEN

T R

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BY

WEI

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T

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T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

48.050.560.565.5

48.050.560.565.5

62.558.320.918.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

3833----

1718----

2115----

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.106

Prepared/Date: JF 7/17/2011Checked/Date: LT 7/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SANDY LEAN CLAY (CL)

SANDY LEAN CLAY (CL)SILTY SAND with GRAVEL (SM)SILTY SAND with GRAVEL (SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-156 12.70 0.767 0.085 -- 12.2 59.3% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-156BORING

PER

CEN

T R

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INED

BY

WEI

GH

T

PER

CEN

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NER

BY

WEI

GH

T0

10

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30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

70.5

70.5 28.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.107

Prepared/Date: JF 7/17/2011Checked/Date: LT 7/27/2011

MTA Westside Subway Extension

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3/11 SILTY SAND (SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-159G-159G-159G-159

4.759.529.521.98

0.0240.1110.432

--

0.002--

0.024--

--------

0.01.07.10.0

21.749.353.78.5

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-159G-159G-159G-159

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

55.565.570.575.5

55.565.570.575.5

78.349.739.291.5

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

59--44--

31--23--

28--21--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.108

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 ELASTIC SILT with SAND (MH)

SILTY SAND (SM)CLAYEY SAND (SC)

LEAN CLAY (CL)

0

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-159 9.52 0.061 0.004 -- 0.9 36.3% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-159BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

85.5

85.5 62.9

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

50 26 24 -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.109

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SANDY FAT CLAY (CH)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-161G-161G-161G-161

25.404.759.5212.70

4.1110.0350.0580.167

0.4270.0070.003

--

--------

37.60.00.42.8

45.120.334.053.7

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-161G-161G-161G-161

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

50.575.585.595.5

50.575.585.595.5

17.479.765.643.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

313934--

232318--

81616--

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.110

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 SILTY SAND with GRAVEL (SM)

LEAN CLAY with SAND (CL)SANDY LEAN CLAY (CL)

CLAYEY SAND (SC)

0

10

20

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40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-161 9.52 0.060 0.008 -- 1.2 33.1% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-161BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

100.5

100.5 65.7

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

-- -- -- -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.111

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 SANDY LEAN CLAY (CL)

0

10

20

30

40

50

60

70

80

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100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-162G-162G-162G-162

19.109.5219.1019.10

0.7210.0694.7070.469

0.1070.0050.434

--

--------

13.91.739.918.8

59.536.645.746.8

% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-162G-162G-162G-162

BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

55.560.570.587.5

55.560.570.587.5

26.561.614.434.4

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

------29

------22

------7

--------

--------

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.112

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:Prepared/Date:Checked/Date:

MTA Westside Subway Extension

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3/11 CLAYEY SAND (SC)

SANDY LEAN CLAY (CL)CLAYEY SAND with GRAVEL (SC)

SILTY, CLAYEY SAND with GRAVEL (SC-SM)

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

D30 (mm)D60 (mm)D100 (mm)BORINGSYMBOL

PARTICLE SIZE DISTRIBUTION

PI (%)*PL (%)*LL (%)*

G-162 4.75 0.039 0.003 -- 0.0 22.9% Sand

DEPTH (ft)

DEPTH (ft)

1.5 3/4

Cu

G-162BORING

PER

CEN

T R

ETA

INED

BY

WEI

GH

T

PER

CEN

T FI

NER

BY

WEI

GH

T0

10

20

30

40

50

60

70

80

90

100

coarse fine coarse medium fineGRAVEL SAND SILT OR CLAY

CLASSIFICATIONSYMBOL

60

% Silt or % Clay% GravelD10 (mm)

Cc

100

HYDROMETER

20040

COBBLES

GRAIN SIZE IN MILLIMETERS

93.5

93.5 77.1

43/8

Laboratory Test Method: ASTM D 422

U.S. SIEVE NUMBERS

56 26 30 -- --

*As determined by ASTM D 4318; see attached Atterberg Limits Test Results.

20

U.S. SIEVE OPENING IN INCHES

6 3 10

Figure: F-6.113

Prepared/Date: JF 6/14/2011Checked/Date: JAG 6/27/2011

MTA Westside Subway Extension

Los Angeles, California Project No.: 4953-10-1561

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3/11 FAT CLAY with SAND (CH)


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