kehoe testing & engineering cpt data date: 26/feb/2011
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Maximum depth: 70.01 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714) 901-7289rich@kehoetesting.comwww.kehoetesting.com
CPT Data 30 ton rig Customer: MACTECJob Site: Beverly Hills High School
Date: 26/Feb/2011Test ID: C-120Project: LosAngeles
Test ID: C-120
File: Z26F1102C.ECP
0 600
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -1 14
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Clay
Silty Clay
Clay
Silt Mix
VS Fine Gr
Silt MixSilty Clay
Clay
Silty Clay
VS - Sandy
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
Figure A-4.27
A1
Figure A-4.28
A1
Figure A-4.29
A1
Figure A-4.30
Figure A-4.31
Figure A-4.32
Figure A-4.33
CPT Data
Job Number 04.0911-0016 CPT Number C-121 LocationW. Subway Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 28-Jun-2011 09:55:45 Cone Number F7.5CKE2HA3S1645
Client MACTEC
***Hand augered 6'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.34
Figure A-4.35
Figure A-4.36
Figure A-4.37
Figure A-4.38
Figure A-4.39
Figure A-4.40
CPT DataJob Number 04.0911-0016 CPT Number C-124 LocationW. Subway Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 04-Jun-2011 07:56:50 Cone Number F7.5CKE2HA3S1645
Client MACTEC
***Hand augered 6'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.41
CPT Data
Job Number 04.0911-0016 CPT Number C-127 LocationW. Subway Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 23-Jun-2011 08:18:10 Cone Number F7.5CKE2HA3S1645
Client MACTEC
***Hand augered 5'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.42
CPT Data
Job Number 04.0911-0016 CPT Number C-128 LocationW. Subway Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 23-Jun-2011 12:03:01 Cone Number F7.5CKE2HA3S1645
Client MACTEC
***Hand augered 5'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.43
CPT Data
Job Number 04.0911-0016 CPT Number C-128A Location W. Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 23-Jun-2011 14:44:01 Cone Number F7.5CKE2HAW21636
Client MACTEC
***Hand augered 5'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.44
CPT Data
Job Number 04.0911-0016 CPT Number CB-101 LocationW. Subway Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 06-Jun-2011 10:19:53 Cone Number F7.5CKE2HA3SW2/B 1645
Client MACTEC
***Hand augered 6'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.45
CPT DataJob Number 04.0911-0016 CPT Number CB-102 LocationW. Subway Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 15-Jun-2011 13:27:47 Cone Number F7.5CKE2HA3S1645
Client MACTEC
***Hand augered 9'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.46
CPT Data
Job Number 04.0911-0016 CPT Number CB-103 LocationW. Subway Ext. Los Angeles-CA
Operator Rick Norris Date and Time 17-Jun-2011 09:43:37 Cone Number F7.5CKE2HA3S1645
Client MACTEC
***Hand augered 6'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.47
CPT Data
Job Number 04.0911-0016 CPT Number CB-104 LocationW. Subway Ext. Los Angeles-CA
Operator Daniel Garza Date and Time 21-Jun-2011 12:55:22 Cone Number F7.5CKE2HA3S1645
Client MACTEC
***Hand augered 5'***
Robertson et al. 1986 * Overconsolidated or Cemented
0
20
40
60
80
100
120
140
0 500 TIPTSF 0 10
FRICTIONTSF -30 30
PRESSURE U2TSF 0 10
RATIO% 0 12
1 - sensitive fine grained
2 - organic material
3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 - gravelly sand to sand
11 - very stiff fine grained (*)
12 - sand to clayey sand (*)
CPT DATA
DE
PT
H(f
t)
SO
ILB
EH
AV
IOR
TY
PE
Figure A-4.48
0
10
20
30
40
50
60
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-101Wilshire Blvd.
MACTEC
70
80
90
100
Report Number: 04.0911-0016
Figure A-4.49
Report No. 04.09110016
SEISMIC CONE PENETRATION TEST RESULTS - C-105Wilshire Blvd.
MACTEC
0
10
20
30
40
50
60
70
80
90
100
110
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800
Shear Wave Velocity (ft/s)
Ele
vati
on
(ft
)
Figure A-4.50
Report No. 04.0911-0016
0
10
20
30
40
50
60
70
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-106Wilshire Blvd.
MACTEC
70
80
90
100
110
Figure A-4.51
Report No. 04.0911-0016
0
10
20
30
40
50
60
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-107Wilshire Blvd.
MACTEC
70
80
90
100
Figure A-4.52
Report No. 04.0911-0016
0
10
20
30
40
50
60
70
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-108Wilshire Blvd.
MACTEC
70
80
90
100
110
Figure A-4.53
Report No. 04.0911-0016
0
10
20
30
40
50
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Elev
atio
n (ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-109A G-111Wilshire Blvd.
MACTEC
60
70
80
Figure A-4.54
Report No. 04.0911-0016
0
10
20
30
40
50
60
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-110Wilshire Blvd.
MACTEC
70
80
90
100
Figure A-4.55
Report No. 04.0911-0016
0
10
20
30
40
50
60
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-111Wilshire Blvd.
MACTEC
70
80
90
100
Figure A-4.56
Report No. 04.0911-0016
0
10
20
30
40
50
60
70
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-112Wilshire Blvd.
MACTEC
80
90
100
110
120
Figure A-4.57
Report No. 04.0911-0016
0
10
20
30
40
50
60
70
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-113AWilshire Blvd.
MACTEC
70
80
90
100
110
Figure A-4.58
Report No. 04.0911-0016
SEISMIC CONE PENETRATION TEST RESULTS - C-121Wilshire Blvd.
MACTEC
0
10
20
30
40
50
60
70
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Shear Wave Velocity (ft/s)
Elev
atio
n (ft
)
Figure A-4.59
Report No. 04.0911-0016
0
10
20
30
40
50
60
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-124Wilshire Blvd.
MACTEC
70
80
90
100
Figure A-4.60
Report No. 04.0911-0016
0
10
20
30
40
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Ele
vati
on
(ft
)
Shear Wave Velocity (ft/s)
SEISMIC CONE PENETRATION TEST RESULTS - C-127Wilshire Blvd.
MACTEC
50
60
70
Figure A-4.61
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