SUBANG - WEST JAVA
V. SOFT
6. APPENDIX
6.1. Output of Calculation
6.1.1. Graph of Allowable Bearing Capacity
-54 -44 -34 -24 -14 -4 6
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-01
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 50 100 150 200 250 300 350 400 450 500 550 600
DEPTH (m)
CB1-01 SPUN D40cm CB1-01 SPUN D60cm CB1-01 SPUN D80cm CB1-01 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-54 -44 -34 -24 -14 -4 6
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-01
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 50 100 150 200 250 300 350 400 450 500 550 600
DEPTH (m)
CB1-01 BORE D60cm CB1-01 BORE D80cm CB1-01 BORE D100cm CB1-01 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-54 -44 -34 -24 -14 -4 6
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-02
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 50 100 150 200 250 300 350 400 450 500 550 600
DEPTH (m)
CB1-02 SPUN D40cm CB1-02 SPUN D60cm CB1-02 SPUN D80cm CB1-02 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-54 -44 -34 -24 -14 -4 6
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-02
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 50 100 150 200 250 300 350 400 450 500 550 600
DEPTH (m)
CB1-02 BORE D60cm CB1-02 BORE D80cm CB1-02 BORE D100cm CB1-02 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-47 -37 -27 -17 -7 3 13
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-05
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-05 SPUN D40cm CB1-05 SPUN D60cm CB1-05 SPUN D80cm CB1-05 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-47 -37 -27 -17 -7 3 13
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-05
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-05 BORE D60cm CB1-05 BORE D80cm CB1-05 BORE D100cm CB1-05 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-46 -36 -26 -16 -6 4 14
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-06
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-06 SPUN D40cm CB1-06 SPUN D60cm CB1-06 SPUN D80cm CB1-06 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-46 -36 -26 -16 -6 4 14
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-06
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-06 BORE D60cm CB1-06 BORE D80cm CB1-06 BORE D100cm CB1-06 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-46 -36 -26 -16 -6 4 14
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-07
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-07 SPUN D40cm CB1-07 SPUN D60cm CB1-07 SPUN D80cm CB1-07 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-46 -36 -26 -16 -6 4 14
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-07
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-07 BORE D60cm CB1-07 BORE D80cm CB1-07 BORE D100cm CB1-07 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-16
CLAY V.SOFT/ SOFT MED.
STIFF STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-16 SPUN D40cm CB1-16 SPUN D60cm CB1-16 SPUN D80cm CB1-16 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-16
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-16 BORE D60cm CB1-16 BORE D80cm CB1-16 BORE D100cm CB1-16 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-17
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-17 SPUN D40cm CB1-17 SPUN D60cm CB1-17 SPUN D80cm CB1-17 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-17
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-17 BORE D60cm CB1-17 BORE D80cm CB1-17 BORE D100cm CB1-17 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-18
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-18 SPUN D40cm CB1-18 SPUN D60cm CB1-18 SPUN D80cm CB1-18 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-18
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-18 BORE D60cm CB1-18 BORE D80cm CB1-18 BORE D100cm CB1-18 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-19
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-19 SPUN D40cm CB1-19 SPUN D60cm CB1-19 SPUN D80cm CB1-19 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-19
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-19 BORE D60cm CB1-19 BORE D80cm CB1-19 BORE D100cm CB1-19 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-20
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-20 SPUN D40cm CB1-20 SPUN D60cm CB1-20 SPUN D80cm CB1-20 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-20
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-20 BORE D60cm CB1-20 BORE D80cm CB1-20 BORE D100cm CB1-20 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-51 -41 -31 -21 -11 -1 9
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-21
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-21 SPUN D40cm CB1-21 SPUN D60cm CB1-21 SPUN D80cm CB1-21 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-51 -41 -31 -21 -11 -1 9
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-21
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-21 BORE D60cm CB1-21 BORE D80cm CB1-21 BORE D100cm CB1-21 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-52 -42 -32 -22 -12 -2 8
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-22
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-22 SPUN D40cm CB1-22 SPUN D60cm CB1-22 SPUN D80cm CB1-22 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-52 -42 -32 -22 -12 -2 8
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-22
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-22 BORE D60cm CB1-22 BORE D80cm CB1-22 BORE D100cm CB1-22 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-52 -42 -32 -22 -12 -2 8
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-23
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-23 SPUN D40cm CB1-23 SPUN D60cm CB1-23 SPUN D80cm CB1-23 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-52 -42 -32 -22 -12 -2 8
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-23
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-23 BORE D60cm CB1-23 BORE D80cm CB1-23 BORE D100cm CB1-23 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-51 -41 -31 -21 -11 -1 9
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-24
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-24 SPUN D40cm CB1-24 SPUN D60cm CB1-24 SPUN D80cm CB1-24 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-51 -41 -31 -21 -11 -1 9
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-24
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-24 BORE D60cm CB1-24 BORE D80cm CB1-24 BORE D100cm CB1-24 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-51 -41 -31 -21 -11 -1 9
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-25
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-25 SPUN D40cm CB1-25 SPUN D60cm CB1-25 SPUN D80cm CB1-25 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-51 -41 -31 -21 -11 -1 9
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-25
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-25 BORE D60cm CB1-25 BORE D80cm CB1-25 BORE D100cm CB1-25 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-26
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-26 SPUN D40cm CB1-26 SPUN D60cm CB1-26 SPUN D80cm CB1-26 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-26
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-26 BORE D60cm CB1-26 BORE D80cm CB1-26 BORE D100cm CB1-26 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-27
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-27 SPUN D40cm CB1-27 SPUN D60cm CB1-27 SPUN D80cm CB1-27 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-27
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-27 BORE D60cm CB1-27 BORE D80cm CB1-27 BORE D100cm CB1-27 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-28
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-28 SPUN D40cm CB1-28 SPUN D60cm CB1-28 SPUN D80cm CB1-28 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-28
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR BORE PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-28 BORE D60cm CB1-28 BORE D80cm CB1-28 BORE D100cm CB1-28 BORE D120cm
Estimated Depth Range for End Bearing Pile Bore Pile
-49 -39 -29 -19 -9 1 11
0 5 10 15 20 25 30 35 40 45 50 55 60
DEPTH FROM ELEVATION (m)
SPT N - VALUE
GRAPH OF COMPOSITE N-SPT VALUES vs ELEVATION DEPTH PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
CB1-29
CLAY V.SOFT/ SOFT MED.
STIFF
STIFF VERY STIFF HARD VERY HARD
SAND VERY
LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE
ALLOWABLE BEARING CAPACITY FOR SPUN PILE PATIMBAN ACCES TOLL ROAD CONSTRUCTION PACKAGE 1
SUBANG - WEST JAVA
ALLOWABLE (ton)
N > 30
-60 -50 -40 -30 -20 -10 0
0 100 200 300 400 500 600 700 800
DEPTH (m)
CB1-29 SPUN D40cm CB1-29 SPUN D60cm CB1-29 SPUN D80cm CB1-29 SPUN D100cm
Estimated Depth Range for End Bearing Pile Spun Pile