-
Maximum depth: 74.99 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 25/Feb/2011Test ID: T3-C4Project: LosAngeles
Test ID: T3-C4
File: Z25F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
Silt Mix
Sandy Silt
VS - Sandy
Sand Mix
Silty Sand
Sand Mix
Silty Sand
Sand Mix
Silt Mix
Sand
VS - Sandy
VS Fine Gr
Sand Mix
VS Fine Gr
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 74.99 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 25/Feb/2011Test ID: T3-C4Project: LosAngeles
Test ID: T3-C4
File: Z25F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS - Sandy
VS Fine Gr
VS - Sandy
VS Fine Gr
VS - Sandy
Silty Sand
VS - Sandy
Sand
Silty SandInterbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 32.60 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 25/Feb/2011Test ID: T3-C5Project: LosAngeles
Test ID: T3-C5
File: Z25F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
Sand Mix
Sandy Silt
VS - Sandy
Sand
VS - Sandy
Silty Sand
VS - SandySilty Sand
VS - Sandy
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 32.31 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 25/Feb/2011Test ID: T3-C6Project: LosAngeles
Test ID: T3-C6
File: Z25F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Sandy Silt
VS - Sandy
Silty SandSand Mix
VS - Sandy
Sand
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 74.96 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C7Project: LosAngeles
Test ID: T3-C7
File: Z03M1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silty Sand
Sand Mix
Silty Sand
Sand Mix
VS - Sandy
Sand Mix
Sand
Silty Sand
Silty Sand
VS - Sandy
Gr Sand
Sand
Sand
Gr SandSand
Silty Sand
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 74.96 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C7Project: LosAngeles
Test ID: T3-C7
File: Z03M1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS - Sandy
VS Fine GrSand Mix
VS Fine Gr
Sandy Silt
Silty SandSand
Sand
Gr Sand
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 32.75 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 25/Feb/2011Test ID: T3-C8Project: LosAngeles
Test ID: T3-C8
File: Z25F1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Clay
Sand Mix
VS Fine GrSand Mix
VS - Sandy
VS Fine Gr
Sand
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 40.79 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 28/Feb/2011Test ID: T3-C9Project: LosAngeles
Test ID: T3-C9
File: Z28F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
Clay
VS Fine Gr
VS - Sandy
VS Fine Gr
Silty Sand
VS - Sandy
Silty Sand
Sand
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 40.01 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 28/Feb/2011Test ID: T3-C10Project: LosAngeles
Test ID: T3-C10
File: Z28F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Sand Mix
Clay
Sandy Silt
VS - Sandy
VS Fine Gr
Clay
Sandy Silt
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 42.58 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C11Project: LosAngeles
Test ID: T3-C11
File: Z01M1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Sandy Silt
Silty Clay
Clay
Silt Mix
VS Fine Gr
VS - Sandy
VS Fine Gr
Silt Mix
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 43.43 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 28/Feb/2011Test ID: T3-C12Project: LosAngeles
Test ID: T3-C12
File: Z28F1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
VS - Sandy
Clay
Silty Clay
Clay
VS Fine Gr
VS - Sandy
VS - Sandy
Sand
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 45.35 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 28/Feb/2011Test ID: T3-C13Project: LosAngeles
Test ID: T3-C13
File: Z28F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
Sand Mix
Clay
VS Fine Gr
Clay
VS Fine Gr
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 47.41 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 28/Feb/2011Test ID: T3-C14Project: LosAngeles
Test ID: T3-C14
File: Z28F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
VS - Sandy
VS Fine Gr
Clay
VS Fine GrClay
VS Fine Gr
Silty Clay
Clay
VS Fine Gr
VS - Sandy
VS Fine Gr
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.02 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C15Project: LosAngeles
Test ID: T3-C15
File: Z01M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
Clay
VS Fine Gr
Clay
VS Fine Gr
VS - Sandy
Sand
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.02 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C15Project: LosAngeles
Test ID: T3-C15
File: Z01M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sand
VS - Sandy
VS Fine Gr
VS - Sandy
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
��������������������������
����������
����!���"���#�$�%����&$�$�'���$�%����&$�(�!�#�)*���������#��+++�*���������#��
,��-���.����!��,�����!�/,� ,0�12��3�����2�1+�4
�������5,���!4��!*
-����5��!5�������6-�.&,���!�7#�8��/��9�
���6-�.&,��'�9:������.,� ,�
� $����2�!��,";
����� � �%29<2�!��
����� &� (��!�!���!
����� � (;����,";�=� � ��
2>�';�;�1���(��
?���/��!
,9�4
@2'��A!
@2&2���4
@2'��A!
,9�4
@2'��A!
@2&2���4
2���2�9�42���
-
������
� �
�� ��
�� ��
.� .�
%� %�
�� ��
-
Maximum depth: 46.60 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C17Project: LosAngeles
Test ID: T3-C17
File: Z01M1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine GrClay
VS Fine Gr
Clay
VS Fine Gr
Clay
VS Fine Gr
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.02 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C18Project: LosAngeles
Test ID: T3-C18
File: Z02M1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
Sandy Silt
Clay
Sandy Silt
Clay
Silty Clay
Clay
VS Fine Gr
VS - Sandy
Sand Mix
VS - Sandy
Silty Sand
VS - Sandy
Sand
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.02 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C18Project: LosAngeles
Test ID: T3-C18
File: Z02M1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sand
Silty Sand
VS - Sandy
VS - Sandy
VS Fine Gr
VS - SandyVS Fine Gr
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 49.86 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C19Project: LosAngeles
Test ID: T3-C19
File: Z02M1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
VS Fine Gr
ClaySilt Mix
Clay
Sandy Silt
Clay
VS Fine Gr
VS Fine Gr
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 50.95 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Centry
Park
Date: 03/Mar/2011Test ID: T3-C20Project: LosAngeles
Test ID: T3-C20
File: Z03M1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Clay
VS Fine Gr
Sandy Silt
Silt Mix
VS Fine GrSandy Silt
VS Fine Gr
Sand Mix
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
VS - Sandy
VS Fine GrVS - Sandy
Sand
VS - SandySand
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 50.95 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Centry
Park
Date: 03/Mar/2011Test ID: T3-C20Project: LosAngeles
Test ID: T3-C20
File: Z03M1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sand
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 59.96 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 23/Feb/2011Test ID: T3-C21Project: LosAngeles
Test ID: T3-C21
File: Z23F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
Clay
VS Fine Gr
Sandy Silt
Silt Mix
VS Fine Gr
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 59.96 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 23/Feb/2011Test ID: T3-C21Project: LosAngeles
Test ID: T3-C21
File: Z23F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
VS Fine Gr
VS - Sandy
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.01 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C22Project: LosAngeles
Test ID: T3-C22
File: Z22F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Clay
VS Fine Gr
Clay
Silt Mix
Sand Mix
VS Fine Gr
Sandy Silt
Silty Clay
Silt Mix
VS Fine Gr
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.01 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C22Project: LosAngeles
Test ID: T3-C22
File: Z22F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Clay
Clay
Silty Clay
Clay
VS Fine Gr
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.02 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C23Project: LosAngeles
Test ID: T3-C23
File: Z03M1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
Silty ClaySandy Silt
Silt Mix
Silty Sand
VS Fine Gr
Silt Mix
Sandy Silt
VS - Sandy
Sandy Silt
Silt Mix
Sandy Silt
Silty Clay
Silt Mix
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.02 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C23Project: LosAngeles
Test ID: T3-C23
File: Z03M1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Sandy Silt
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.15 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C24Project: LosAngeles
Test ID: T3-C24
File: Z22F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
Silt Mix
Clay
Sandy Silt
VS Fine Gr
Sandy Silt
Silt Mix
VS Fine Gr
Sand Mix
Clay
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.15 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C24Project: LosAngeles
Test ID: T3-C24
File: Z22F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Silty Clay
VS Fine Gr
Silty Clay
Silty Clay
Silt Mix
Silty Clay
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.09 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C25Project: LosAngeles
Test ID: T3-C25
File: Z22F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Silty Clay
Clay
Clay
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Clay
Silt Mix
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.09 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C25Project: LosAngeles
Test ID: T3-C25
File: Z22F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Silty Clay
Clay
Silty Clay
VS - Sandy
Silt Mix
Sandy Silt
Clay
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 85.04 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C26Project: LosAngeles
Test ID: T3-C26
File: Z22F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silty Clay
Silty Sand
Sandy Silt
Sand Mix
VS Fine Gr
Sand Mix
Clay
Silt Mix
VS Fine Gr
Silt Mix
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 85.04 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: WestsideSubwayExtension/Century
Park
Date: 22/Feb/2011Test ID: T3-C26Project: LosAngeles
Test ID: T3-C26
File: Z22F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Clay
Silty Clay
Clay
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.16 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 09/Mar/2011Test ID: T3-C27Project: LosAngeles
Test ID: T3-C27
File: Z09M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Silty Clay
Silty SandClay
Sand Mix
Silty Sand
Clay
Silt Mix
Silty Clay
Silt Mix
Clay
Sand Mix
Sandy Silt
Silty Clay
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.16 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 09/Mar/2011Test ID: T3-C27Project: LosAngeles
Test ID: T3-C27
File: Z09M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.02 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 09/Mar/2011Test ID: T3-C29Project: LosAngeles
Test ID: T3-C29
File: Z09M1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
VS Fine Gr
Clay
Silty Clay
Silt Mix
Sand
Sand
Silt Mix
Clay
Sandy Silt
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Silt Mix
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.02 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 09/Mar/2011Test ID: T3-C29Project: LosAngeles
Test ID: T3-C29
File: Z09M1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Sandy Silt
Silt Mix
VS Fine Gr
Silt Mix
Silty SandVS Fine Gr
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.12 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C30Project: LosAngeles
Test ID: T3-C30
File: Z01M1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silt Mix
Sandy Silt
Silt Mix
Silty Sand
Silt Mix
Clay
Silty Clay
VS Fine Gr
Clay
Silty Clay
ClaySilty Clay
Silt Mix
Silty Clay
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.12 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C30Project: LosAngeles
Test ID: T3-C30
File: Z01M1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silty Clay
Silt Mix
Silty Sand
Sand Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.06 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C31Project: LosAngeles
Test ID: T3-C31
File: Z03M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Silty SandSand Mix
Sand
Silty Sand
Sandy Silt
Silt Mix
VS Fine Gr
Silty Clay
Clay
Silt Mix
Silty ClaySilt Mix
Silty Clay
Silt MixSilty Clay
Silt Mix
Silty ClaySilt Mix
Silty Clay
Silty SandVS Fine Gr
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.06 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C31Project: LosAngeles
Test ID: T3-C31
File: Z03M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS Fine Gr
Silt Mix
VS Fine Gr
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.18 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C32Project: LosAngeles
Test ID: T3-C32
File: Z03M1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
VS Fine Gr
Sandy Silt
Sand Mix
VS Fine Gr
Silt Mix
Silty Clay
Silty ClayClay
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Silt Mix
VS Fine Gr
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.18 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 03/Mar/2011Test ID: T3-C32Project: LosAngeles
Test ID: T3-C32
File: Z03M1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Sandy Silt
Silt Mix
Sandy Silt
Silt Mix
Sandy Silt
Silt Mix
Sandy Silt
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 65.59 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C33Project: LosAngeles
Test ID: T3-C33
File: Z02M1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
VS Fine Gr
Sand Mix
VS Fine Gr
Silt Mix
Sandy Silt
Silt Mix
VS Fine Gr
Silt Mix
Silty Clay
Silt Mix
Clay
Silty Clay
Silt Mix
Sandy Silt
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 65.59 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C33Project: LosAngeles
Test ID: T3-C33
File: Z02M1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sandy Silt
Silt Mix
Sandy SiltSilt Mix
Silty Clay
Silt MixSilty Clay
Silt Mix
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.04 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C34Project: LosAngeles
Test ID: T3-C34
File: Z02M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Silt Mix
VS Fine Gr
Sand MixVS Fine GrSand Mix
VS Fine Gr
Sand Mix
VS Fine Gr
Silt Mix
Sandy Silt
Silt Mix
Clay
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.04 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C34Project: LosAngeles
Test ID: T3-C34
File: Z02M1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
VS Fine Gr
Clay
Silty Clay
Silt Mix
Sand
Sandy Silt
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.25 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C35Project: LosAngeles
Test ID: T3-C35
File: Z02M1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Clay
Silt Mix
Sandy Silt
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.25 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 02/Mar/2011Test ID: T3-C35Project: LosAngeles
Test ID: T3-C35
File: Z02M1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
VS Fine Gr
Silt Mix
Silty ClayClay
Silt Mix
Silty Clay
Silt Mix
Sandy Silt
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 9.01 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C36Project: LosAngeles
Test ID: T3-C36
File: Z01M1109C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 9.47 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C37Project: LosAngeles
Test ID: T3-C37
File: Z01M1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 14.96 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C38Project: LosAngeles
Test ID: T3-C38
File: Z01M1108C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.04 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C39Project: LosAngeles
Test ID: T3-C39
File: Z01M1107C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
VS - Sandy
VS Fine Gr
Sandy Silt
Silty Clay
Silt Mix
Silty Clay
Silt MixSilty Clay
Clay
Silty Clay
Sand
VS Fine Gr
Silt Mix
Silty Clay
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.04 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Century
Park
Date: 01/Mar/2011Test ID: T3-C39Project: LosAngeles
Test ID: T3-C39
File: Z01M1107C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)Silt Mix
ClaySilty Clay
Clay
Silty Clay
Silt Mix
Clay
Silty Clay
Sand
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.21 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C1Project: LosAngeles
Test ID: T4-C1
File: Z26F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Clay
Silty Clay
VS Fine Gr
Clay
VS Fine Gr
Silt Mix
Silty Sand
Sand
Silt Mix
Sand
Silty Sand
Sand
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.21 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C1Project: LosAngeles
Test ID: T4-C1
File: Z26F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sand
Sand Mix
Sandy Silt
Silt Mix
Sandy SiltSilt Mix
VS Fine Gr
Silt Mix
VS Fine Gr
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.34 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr
Date: 26/Feb/2011Test ID: T4-C2Project: LosAngeles
Test ID: T4-C2
File: Z26F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Silty Clay
Silt Mix
VS Fine Gr
Clay
Silty Clay
Clay
Silty Clay
Silt Mix
VS Fine Gr
VS - Sandy
Silty Sand
Silt Mix
Sandy Silt
Silt Mix
Silty Sand
Sandy Silt
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.34 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr
Date: 26/Feb/2011Test ID: T4-C2Project: LosAngeles
Test ID: T4-C2
File: Z26F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sandy Silt
VS Fine Gr
Silty Sand
VS Fine Gr
Silt Mix
Sandy Silt
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.05 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C3Project: LosAngeles
Test ID: T4-C3
File: Z26F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Silty Clay
Sandy Silt
Silt Mix
Clay
Silty ClayClay
Silty Clay
Clay
Silty ClayVS Fine GrSand Mix
VS Fine GrVS - Sandy
Silty Sand
Sand Mix
Sandy Silt
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.05 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C3Project: LosAngeles
Test ID: T4-C3
File: Z26F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)Silt Mix
Silty Sand
VS Fine Gr
Sand
Sand Mix
Sandy Silt
Silt Mix
Silt Mix
Sandy Silt
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.14 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C4Project: LosAngeles
Test ID: T4-C4
File: Z26F1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
Clay
Silt Mix
ClaySilt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
VS Fine GrSilt Mix
Clay
Silty Clay
VS Fine Gr
Silt Mix
Clay
VS - Sandy
VS Fine Gr
Silty Sand
VS Fine GrSand Mix
Sand
Silty SandVS - Sandy
Sand
VS Fine Gr
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.14 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C4Project: LosAngeles
Test ID: T4-C4
File: Z26F1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS Fine GrSand
VS Fine Gr
Sandy Silt
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.10 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C5Project: LosAngeles
Test ID: T4-C5
File: Z26F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Sand Mix
Silt Mix
Clay
Silty Clay
Silt Mix
VS Fine Gr
Silty Clay
Clay
VS - SandySand Mix
VS - Sandy
Sand Mix
VS Fine Gr
VS - Sandy
Silty Sand
VS - Sandy
Silt Mix
Sandy Silt
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.10 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C5Project: LosAngeles
Test ID: T4-C5
File: Z26F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sandy Silt
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 58.32 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C6Project: LosAngeles
Test ID: T4-C6
File: Z26F1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silt Mix
Clay
Silty Clay
Silt Mix
Silty Clay
Clay
Silty Clay
Clay
Silty Clay
Silt Mix
Silty SandClay
Sandy Silt
Silty Clay
Silt Mix
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 58.32 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C6Project: LosAngeles
Test ID: T4-C6
File: Z26F1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Clay
Silty Sand
Sand
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 48.63 (ft)
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 26/Feb/2011Test ID: T4-C7Project: LosAngeles
Test ID: T4-C7
File: Z26F1107C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Sand Mix
Silty Clay
Clay
Silty Clay
Clay
Silty Clay
ClaySilty Clay
Clay
VS Fine Gr
Silty Clay
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.06 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C9Project: BeverlyHills
Test ID: T4-C9
File: Z28J1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sand Mix
Clay
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Sandy Silt
Silt Mix
Sandy Silt
Silt Mix
Silty Clay
VS Fine Gr
Silty Clay
Silt Mix
Silty Sand
Sandy Silt
VS - SandyInterbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.06 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C9Project: BeverlyHills
Test ID: T4-C9
File: Z28J1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS - Sandy
Silt Mix
VS Fine Gr
Sandy Silt
Silt MixSandy Silt
Silt Mix
Sandy Silt
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 95.05 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 31/Jan/2011Test ID: T4-C10Project: BeverlyHills
Test ID: T4-C10
File: Z31J1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Silty ClaySilt Mix
Silty Clay
Silt Mix
Silty Clay
Clay
Silt Mix
VS Fine Gr
VS - Sandy
VS Fine Gr
Silt Mix
Sandy Silt
VS Fine Gr
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 95.05 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 31/Jan/2011Test ID: T4-C10Project: BeverlyHills
Test ID: T4-C10
File: Z31J1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS Fine Gr
VS Fine Gr
Silt Mix
Sandy Silt
Silt Mix
VS Fine Gr
Silt Mix
Sandy Silt
Silt Mix
VS Fine Gr
Silt Mix
VS Fine GrSilt Mix
Sandy Silt
Silt Mix
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 62.96 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C11Project: BeverlyHills
Test ID: T4-C11
File: Z28J1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silty Clay
Clay
Silty Clay
Silt Mix
Silt Mix
Sandy Silt
VS Fine Gr
Silty Clay
Silt MixClay
VS - Sandy
Sandy Silt
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 62.96 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C11Project: BeverlyHills
Test ID: T4-C11
File: Z28J1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sandy SiltVS Fine GrVS - Sandy
Silt Mix
Sandy Silt
VS Fine Gr
Silt Mix
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.01 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C12Project: BeverlyHills
Test ID: T4-C12
File: Z28J1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
VS Fine Gr
Clay
Silt Mix
Silty Clay
Silt Mix
Clay
Silt Mix
Silty Clay
Silt Mix
Clay
Silty Clay
VS - Sandy
VS Fine Gr
Sandy Silt
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.01 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C12Project: BeverlyHills
Test ID: T4-C12
File: Z28J1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Sandy Silt
Silt Mix
Clay
VS Fine Gr
Silt Mix
Sandy Silt
VS Fine Gr
Sandy Silt
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.04 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C13Project: BeverlyHills
Test ID: T4-C13
File: Z28J1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silty Clay
ClaySilt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Clay
Silt Mix
Silty Clay
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.04 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 28/Jan/2011Test ID: T4-C13Project: BeverlyHills
Test ID: T4-C13
File: Z28J1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS - Sandy
Sandy Silt
VS Fine Gr
Silty Sand
VS Fine Gr
Silt Mix
Silty Sand
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
��������������������������
��������������� ���!���"�#�$�%���#�'���#�$�%���(%
�"�)*���������"��+++�*���������"��
,��-�������� ��,����� �.,��,/�01��2�����1�0+�3��������4-� ���-
�
-����4'04�������5-�$&,�$� �6"�78 93:�99�
���5-�$&,�$'�9;��'����,��,�
� #����1� ��,!<
����� � �$1981� ��
����� &� (�� � ���
����� � (
-
Maximum depth: 53.54 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 01/Feb/2011Test ID: T4-C15Project: BeverlyHills
Test ID: T4-C15
File: Z01F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sand Mix
VS Fine Gr
Clay
Silt Mix
Silty Clay
Silty Sand
Silt Mix
VS Fine Gr
Silty Sand
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 53.54 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 01/Feb/2011Test ID: T4-C15Project: BeverlyHills
Test ID: T4-C15
File: Z01F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silty Sand
VS - Sandy
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.08 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 02/Feb/2011Test ID: T4-C16Project: LosAngeles
Test ID: T4-C16
File: Z02F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Silty Sand
Clay
Silt Mix
Clay
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Silty Clay
Silt Mix
Silt Mix
Silty Sand
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.08 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 02/Feb/2011Test ID: T4-C16Project: LosAngeles
Test ID: T4-C16
File: Z02F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silty Sand
VS - Sandy
VS - Sandy
Sandy Silt
VS Fine Gr
Silt Mix
VS Fine Gr
Sand
VS Fine Gr
Interbedded
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 52.78 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 01/Feb/2011Test ID: T4-C17Project: BeverlyHills
Test ID: T4-C17
File: Z01F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sand Mix
Sandy Silt
Clay
Sandy Silt
VS Fine Gr
Silt Mix
Silty Clay
Silt Mix
VS - Sandy
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 52.78 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 01/Feb/2011Test ID: T4-C17Project: BeverlyHills
Test ID: T4-C17
File: Z01F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS - Sandy
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 57.38 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 01/Feb/2011Test ID: T4-C18Project: BeverlyHills
Test ID: T4-C18
File: Z01F1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
VS Fine Gr
Clay
Sand Mix
Silty Sand
Silt Mix
Clay
Silt Mix
Sandy Silt
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 57.38 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 01/Feb/2011Test ID: T4-C18Project: BeverlyHills
Test ID: T4-C18
File: Z01F1106C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS Fine Gr
Silty Sand
VS - Sandy
Silty Sand
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 60.79 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 02/Feb/2011Test ID: T4-C19Project: LosAngeles
Test ID: T4-C19
File: Z02F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sand Mix
VS Fine Gr
VS Fine Gr
Clay
Silty Sand
Silty Sand
Silty Clay
Silt Mix
Silty Clay
Clay
Silty Clay
VS Fine Gr
Sand MixClay
Silty Clay
Silty Clay
Silty Clay
Silt Mix
Clay
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 60.79 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 02/Feb/2011Test ID: T4-C19Project: LosAngeles
Test ID: T4-C19
File: Z02F1105C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Clay
Silty Sand
Silty Sand
Sand Mix
VS - Sandy
Interbedded
Interbedded
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 54.25 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C20Project: LosAngeles
Test ID: T4-C20
File: Z03F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Sand Mix
ClaySandy Silt
Clay
Silty Sand
Silt Mix
Silty Clay
Silt Mix
Sandy Silt
Silt Mix
Silty ClayClay
Silt Mix
VS Fine Gr
Sandy Silt
Silty Clay
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 54.25 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C20Project: LosAngeles
Test ID: T4-C20
File: Z03F1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
VS Fine Gr
Clay
VS Fine Gr
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.16 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 01/Feb/2011Test ID: T4-C21Project: BeverlyHills
Test ID: T4-C21
File: Z01F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sand Mix
Clay
Silty Clay
Sandy Silt
Clay
VS Fine Gr
Sand
Sand MixClay
Silt Mix
Silty Clay
Silt Mix
VS Fine Gr
Silt Mix
Clay
Silty Clay
Clay
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.16 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 01/Feb/2011Test ID: T4-C21Project: BeverlyHills
Test ID: T4-C21
File: Z01F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Sand
VS - Sandy
Silty Sand
Silty Sand
VS Fine Gr
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 66.71 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C22Project: LosAngeles
Test ID: T4-C22
File: Z03F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Silt Mix
Clay
Sandy SiltSilt Mix
Clay
Silt MixSilty SandSilty Clay
Clay
Sand
Silt Mix
Silt Mix
Silty Clay
Clay
Silty Clay
Silt Mix
VS Fine Gr
Silty Clay
Silty ClayClay
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 66.71 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C22Project: LosAngeles
Test ID: T4-C22
File: Z03F1102C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Clay
Silty Clay
Clay
Silty Clay
Silt Mix
VS Fine Gr
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.08 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C23Project: LosAngeles
Test ID: T4-C23
File: Z03F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silt Mix
Clay
Clay
Silty Sand
Sand
Silty Sand
Silt Mix
Sandy Silt
VS Fine Gr
Silty Sand
Sand
VS - Sandy
VS Fine Gr
Silty Clay
Clay
Silty ClayClay
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.08 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C23Project: LosAngeles
Test ID: T4-C23
File: Z03F1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Clay
Silty Clay
Clay
Clay
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 63.10 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C24Project: LosAngeles
Test ID: T4-C24
File: Z03F1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silty Sand
ClaySilty Sand
Sand
Silt MixSandy Silt
Sand
SandSandy Silt
Silty Sand
Silty Clay
Silt Mix
VS Fine Gr
Silty Clay
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 63.10 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Dr.
Date: 03/Feb/2011Test ID: T4-C24Project: LosAngeles
Test ID: T4-C24
File: Z03F1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Silty Clay
Clay
Silty Clay
VS Fine Gr
Interbedded
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.02 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTEC Engineering & Consulting, Inc.Job Site:
Westside Subway Extension/Durant Drive
Date: 26/Jan/2011Test ID: T4-C25Project: BeverlyHills
Test ID: T4-C25
File: Z26J1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Sandy Silt
Clay
Silty Sand
Silt Mix
Sand
Sand Mix
Sand
Silt Mix
Sand
Silt Mix
Sandy Silt
Silty Clay
Silty Sand
VS Fine Gr
Sandy Silt
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.02 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTEC Engineering & Consulting, Inc.Job Site:
Westside Subway Extension/Durant Drive
Date: 26/Jan/2011Test ID: T4-C25Project: BeverlyHills
Test ID: T4-C25
File: Z26J1103C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Clay
Silt Mix
Silty Clay
Silt Mix
Silty Sand
Silty Clay
Silt Mix
Silty Sand
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.06 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 26/Jan/2011Test ID: T4-C26Project: BeverlyHills
Test ID: T4-C26
File: Z26J1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
VS Fine Gr
Clay
Sandy Silt
Clay
Sand Mix
Silty Sand
Sand
Sandy Silt
Sand Mix
Sand
Sandy Silt
Silty Clay
Silt Mix
Clay
Silt Mix
Silty Clay
VS Fine Gr
Silt MixSilty Clay
Silt Mix
Interbedded
Interbedded
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.06 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Subway Extension/Durant
Drive
Date: 26/Jan/2011Test ID: T4-C26Project: BeverlyHills
Test ID: T4-C26
File: Z26J1101C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Silty Clay
Sandy Silt
Silty Clay
Silt Mix
Sand
Silty Sand
Silt Mix
Clay
VS Fine Gr
Silty Clay
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.04 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTEC Engineering & Consulting, Inc.Job Site:
Westside Subway Extension/Durant Drive
Date: 26/Jan/2011Test ID: T4-C27Project: BeverlyHills
Test ID: T4-C27
File: Z26J1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Hand Auger
Clay
Silty Clay
Sandy Silt
Sand Mix
Sandy SiltSand Mix
Sandy Silt
Clay
Silt Mix
Sandy Silt
Silt Mix
Clay
Silty Sand
VS Fine Gr
Sandy Silt
Silt Mix
Depth
(f
t)
0 0
10 10
20 20
30 30
40 40
50 50
-
Maximum depth: 75.04 (ft)
Page 2 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTEC Engineering & Consulting, Inc.Job Site:
Westside Subway Extension/Durant Drive
Date: 26/Jan/2011Test ID: T4-C27Project: BeverlyHills
Test ID: T4-C27
File: Z26J1104C.ECP
0 700
Tip Stress COR
(tsf) 0 14
Sleeve Stress
(tsf) -2 8
Pore Pressure
(tsf) 0 8
Ratio COR
(%) 2 12
SBT FR
(Rob. 1986)
Silt Mix
Sandy Silt
Silty Clay
Sandy Silt
Silty ClaySilt Mix
VS Fine Gr
Silt Mix
Depth
(f
t)
50 50
60 60
70 70
80 80
90 90
100 100
-
Maximum depth: 75.08 (ft)
Page 1 of 2
Kehoe Testing & EngineeringOffice: (714) 901-7270Fax: (714)
[email protected]
CPT Data 30 ton rig
Customer: MACTECJob Site: Westside Su
