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
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
20.560.570.5
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
Los Angeles, California Project No.: 4953-10-1561
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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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILTY SAND (SM)
SANDY SILT (ML)LEAN CLAY (CL)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-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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
Los Angeles, California Project No.: 4953-10-1561
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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
Los Angeles, California Project No.: 4953-10-1561
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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
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-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
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BY
WEI
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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
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
Los Angeles, California Project No.: 4953-10-1561
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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
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BY
WEI
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BY
WEI
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T0
10
20
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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
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
Los Angeles, California Project No.: 4953-10-1561
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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
Los Angeles, California Project No.: 4953-10-1561
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3/11 SANDY LEAN CLAY (CL)
SILTY SAND (SM)SILTY SAND (SM)
SILTY GRAVEL with SAND (GM)
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-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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BY
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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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
PER
CEN
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BY
WEI
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BY
WEI
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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
45.555.560.570.5
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
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 SILTY SAND (SM)
SILTY SAND (SM)POORLY GRADED SAND with SILT (SP-SM)
SILTY SAND (SM)
0
10
20
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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-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
CEN
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BY
WEI
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
CEN
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BY
WEI
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 WELL GRADED SAND with SILT (SW-SM)
CLAYEY SAND (SC)SILT with SAND (ML)
SILT (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-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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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
55.564.581.5
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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SILTY SAND (SM)SILTSTONE
0
10
20
30
40
50
60
70
80
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0.0010.010.1110100
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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INED
BY
WEI
GH
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILTY SAND (SM)
FAT CLAY (CH)SILTY SAND (SM)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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILT (ML)
SILTSTONESILTSTONE
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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 POORLY GRADED SAND with SILT (SP-SM)
ELASTIC SILT (MH)ELASTIC SILT (MH)
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-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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ETA
INED
BY
WEI
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BY
WEI
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T0
10
20
30
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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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
T R
ETA
INED
BY
WEI
GH
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
T R
ETA
INED
BY
WEI
GH
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
T R
ETA
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BY
WEI
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
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
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
WEI
GH
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PER
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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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
CEN
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BY
WEI
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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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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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BY
WEI
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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
50.565.570.580.5
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SANDY LEAN CLAY (CL)
POORLY GRADED SAND with SILT (SP-SM)SILTY SAND (SM)
SILT (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-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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INED
BY
WEI
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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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
ETA
INED
BY
WEI
GH
T
PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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-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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INED
BY
WEI
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CEN
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BY
WEI
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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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
T R
ETA
INED
BY
WEI
GH
T
PER
CEN
T FI
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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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SANDY LEAN CLAY (CL)
SILTY SAND (SM)FAT CLAY (CH)
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-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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INED
BY
WEI
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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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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CLAYEY 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-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
T FI
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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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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
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.
20
U.S. SIEVE OPENING IN INCHES
6 3 10
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILTY SAND (SM)
POORLY GRADED SAND (SP)SILTY SAND (SM)
CLAYEY 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-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
BORING
PER
CEN
T R
ETA
INED
BY
WEI
GH
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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
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.
20
U.S. SIEVE OPENING IN INCHES
6 3 10
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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3/11 SILTY SAND (SM)
CLAYEY GRAVEL with SAND (GC)CLAYEY SAND with GRAVEL (SC)
SANDY SILT (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-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
PER
CEN
T R
ETA
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BY
WEI
GH
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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
55.560.565.580.5
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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POORLY GRADED SAND with SILT (SP-SM)SILTY SAND (SM)
POORLY GRADED SAND with SILT (SP-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-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
BORING
PER
CEN
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BY
WEI
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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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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GLB
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3/11 POORLY GRADED GRAVEL with SAND (GP)
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-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
PER
CEN
T R
ETA
INED
BY
WEI
GH
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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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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GLB
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3/11 SILTY SAND (SM)
SANDY SILT (ML)SANDY SILT (ML)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-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
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
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.
20
U.S. SIEVE OPENING IN INCHES
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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\LIB
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GLB
C:\D
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3/11 POORLY GRADED SAND with SILT (SP-SM)
SILTY SAND (SM)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-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
T R
ETA
INED
BY
WEI
GH
T
PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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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
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-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
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
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
U.S. SIEVE OPENING IN INCHES
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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H\G
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3/11 SILTSTONE
SILTSTONESANDY 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-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
CEN
T R
ETA
INED
BY
WEI
GH
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PER
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
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.
20
U.S. SIEVE OPENING IN INCHES
6 3 10
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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S:\7
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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
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-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
CEN
T R
ETA
INED
BY
WEI
GH
T
PER
CEN
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NER
BY
WEI
GH
T0
10
20
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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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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H\G
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3/11 CLAYEY SAND (SC)
SANDY SILT (ML)WELL GRADED SAND with SILT (SW-SM)
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-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
CEN
T R
ETA
INED
BY
WEI
GH
T
PER
CEN
T FI
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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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
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CLAYEY SAND (SC)SILTY SAND (SM)
POORLY GRADED SAND with SILT (SP-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-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
PER
CEN
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ETA
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BY
WEI
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PER
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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 WELL GRADED SAND with SILT (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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILTY SAND (SM)
SANDY SILT (ML)SILTY SAND (SM)
ELASTIC SILT (MH)
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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILTY SAND with GRAVEL (SM)
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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
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
30.540.555.570.5
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILTY SAND (SM)
SANDY SILT (ML)SANDY LEAN CLAY (CL)
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-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
ETA
INED
BY
WEI
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 SILT with SAND (ML)
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-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
ETA
INED
BY
WEI
GH
T
PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 CLAYEY SAND with GRAVEL (SC)
SANDY LEAN CLAY (CL)SANDY SILT (ML)
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-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
T R
ETA
INED
BY
WEI
GH
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PER
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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3/11 LEAN CLAY with SAND (CL)
FAT CLAY (CH)CLAYEY SAND (SC)
SILTY SAND with GRAVEL (SM)
0
10
20
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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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 SILTY SAND (SM)
SILTY SAND with GRAVEL (SM)SILT with SAND (ML)
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-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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ETA
INED
BY
WEI
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T
PER
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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H\G
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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-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
PER
CEN
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ETA
INED
BY
WEI
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T
PER
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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3/11 LEAN CLAY (CL)
CLAYEY SAND with GRAVEL (SC)SANDY SILT (ML)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-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
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
100.5120.5
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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3/11 SANDY LEAN CLAY (CL)
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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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3/11 CLAYEY SAND (SC)
FAT CLAY (CH)SANDY SILT (ML)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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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H\G
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3/11 CLAYEY SAND with GRAVEL (SC)
SILTY SAND (SM)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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 LEAN CLAY with SAND (CL)
ELASTIC SILT (MH)ELASTIC SILT (MH)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-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
T R
ETA
INED
BY
WEI
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PER
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 CLAYEY SAND (SC)
SANDY SILT (ML)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-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
ETA
INED
BY
WEI
GH
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PER
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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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 ELASTIC SILT (MH)
SILT with SAND (ML)SILTY SAND with GRAVEL (SM)
SANDY SILT (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-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
T R
ETA
INED
BY
WEI
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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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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SILT with SAND (ML)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-134 12.70 0.306 -- -- 4.2 63.0% Sand
DEPTH (ft)
DEPTH (ft)
1.5 3/4
Cu
G-134BORING
PER
CEN
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BY
WEI
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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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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GEO
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3/11 CLAYEY SAND (SC)
ELASTIC SILT (MH)FAT CLAY with SAND (CH)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-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
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 SANDY LEAN CLAY (CL)
SILTY SAND with GRAVEL (SM)SILTY SAND (SM)
ELASTIC SILT (MH)
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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 LEAN CLAY with SAND (CL)
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-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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 CLAYEY SAND (SC)
SILTY SAND (SM)SANDY FAT CLAY (CH)
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-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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
T R
ETA
INED
BY
WEI
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PER
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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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
30.565.575.585.5
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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3/11 CLAYEY SAND (SC)
FAT CLAY with SAND (CH)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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
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LEAN CLAY with SAND (CL)SILT (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-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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BY
WEI
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BY
WEI
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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
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
Los Angeles, California Project No.: 4953-10-1561
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LEAN CLAY (CL)CLAYEY SAND (SC)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-139 12.50 0.167 0.075 -- 0.5 69.6% Sand
DEPTH (ft)
DEPTH (ft)
1.5 3/4
Cu
G-139BORING
PER
CEN
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BY
WEI
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PER
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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
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
Los Angeles, California Project No.: 4953-10-1561
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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-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
PER
CEN
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BY
WEI
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PER
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
50.568.577.580.5
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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LEAN CLAY with SAND (CL)SILTY SAND (SM)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-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
WEI
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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
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
Los Angeles, California Project No.: 4953-10-1561
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3/11 LEAN CLAY with SAND (CL)
SANDY SILT (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-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
ETA
INED
BY
WEI
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PER
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
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
Los Angeles, California Project No.: 4953-10-1561
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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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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-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
ETA
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BY
WEI
GH
T
PER
CEN
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BY
WEI
GH
T0
10
20
30
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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
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
Los Angeles, California Project No.: 4953-10-1561
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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
ETA
INED
BY
WEI
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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
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
Los Angeles, California Project No.: 4953-10-1561
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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
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-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
T R
ETA
INED
BY
WEI
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PER
CEN
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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
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
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
90
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
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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
T R
ETA
INED
BY
WEI
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PER
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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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-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
PER
CEN
T R
ETA
INED
BY
WEI
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PER
CEN
T FI
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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
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
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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
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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
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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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GEO
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H\G
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3/11 LEAN CLAY with SAND (CL)
SANDY LEAN CLAY (CL)SILTY SAND (SM)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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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GEO
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H\G
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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
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-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
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
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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H\G
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3/11 SILTY SAND (SM)
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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
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3/11 SANDY SILT (ML)
SANDY LEAN CLAY (CL)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-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
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
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
Los Angeles, California Project No.: 4953-10-1561
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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
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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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GEO
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3/11 SILTY SAND (SM)
SANDY LEAN CLAY (CL)SANDY LEAN CLAY (CL)
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-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
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
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
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
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
20.535.545.570.5
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
Los Angeles, California Project No.: 4953-10-1561
MA
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3/11 LEAN CLAY with SAND (CL)
SANDY SILT (ML)SILTY SAND with GRAVEL (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-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
T R
ETA
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BY
WEI
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PER
CEN
T FI
NER
BY
WEI
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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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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3/11 SANDY LEAN CLAY (CL)
SILTY SAND (SM)SILTY SAND (SM)
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-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
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
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
MA
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S:\7
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GEO
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3/11 SANDY LEAN CLAY (CL)
SANDY LEAN CLAY (CL)SANDY SILT (ML)
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-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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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3/11 SILTY SAND with GRAVEL (SM)
SILTY SAND (SM)LEAN CLAY (CL)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-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
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
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
MA
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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
ETA
INED
BY
WEI
GH
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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
MA
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S:\7
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GEO
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H\G
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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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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
50.558.063.070.5
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
Los Angeles, California Project No.: 4953-10-1561
MA
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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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
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
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:
MTA Westside Subway Extension
Los Angeles, California Project No.: 4953-10-1561
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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
ETA
INED
BY
WEI
GH
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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
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
MA
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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
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
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
MA
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S:\7
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GEO
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H\G
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3/11 SILTY SAND (SM)
SILTY SAND (SM)FAT CLAY (CH)
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-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
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
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
MA
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S:\7
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GEO
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H\G
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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
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
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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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H\G
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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
Los Angeles, California Project No.: 4953-10-1561
MA
CTE
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S:\7
0131
GEO
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H\G
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\LIB
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C JU
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GLB
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3/11 ELASTIC SILT with SAND (MH)
SILTY SAND (SM)CLAYEY SAND (SC)
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-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
MA
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S:\7
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H\G
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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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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H\G
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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
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-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
MA
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S:\7
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H\G
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3/11 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-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
Los Angeles, California Project No.: 4953-10-1561
MA
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S:\7
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GEO
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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
MA
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S:\7
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GEO
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3/11 FAT CLAY with SAND (CH)