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CEG TEST HOUSE AND RESEARCH CENTRE PVT. LTD. SR NO. 20_15-16 -------------------------------------------------------------------------------------------------------------------------------------
ALLOWABLE BEARING PRESSURE
Borehole No. Depth from EGL (m) Allowable Bearing Pressure
(t/m2)
BH-01 1.50 7.50
3.00 12.50
BH-02 1.50 8.50
3.00 14.00
BH-03 1.50 8.00
3.00 13.50
BH-04 1.50 9.00
3.00 15.00
BH-05 1.50 14.00
3.00 23.00
BH-06 1.50 12.00
3.00 19.50
BH-07 1.50 11.50
3.00 18.50
BH-08 1.50 9.50
3.00 15.50
BH-09 1.50 14.00
3.00 22.50
BH-10 1.50 10.50
3.00 17.50
BH-11 1.50 11.50
3.00 19.00
BH-12 1.50 8.50
3.00 14.00
BH-13 1.50 8.50
3.00 14.00
BH-14 1.50 11.00
3.00 18.00
BH-15 1.50 10.00
3.00 16.50
BH-16 1.50 11.00
3.00 18.00
BH-17 1.50 12.00
3.00 20.00
BH-18 1.50 12.00
3.00 19.50
BH-19 1.50 12.00
3.00 20.00
BH-20 1.50 12.50
3.00 20.50
*Calculations are performed on the isolated footing of size 4m x 6m.
15 of 44
LHS- BH01 to BH08
LHS- BH09 to BH20
S0IL
PROFILESHEET NO. 1
BORE
HOLE
NO.
BH-1
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 2.25 SPT-2 SM 12 62 26 0 1.60 1.53 4.6 DST+ 0.00 29.0 2.62 - -
>100 100 4.00 SPT-3
YELLOWISH SILTY SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
80
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
08.07.2015 TO 08.07.2015 4.05 Not Met
22 of 44
S0IL
PROFILE SHEET NO. 2
BORE
HOLE
NO.
BH-2
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 2.25 SPT-2 SM 8 69 23 0 1.61 1.55 4.1 DST+ 0.00 29.0 2.63 - -
>100 100 4.00 SPT-3
YELLOWISH SILTY SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
80
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
09.07.2015 TO 09.07.2015 4.07 Not Met
23 of 44
S0IL
PROFILE SHEET NO. 3
BORE
HOLE
NO.
BH-3
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SM 10 67 23 0 1.60 1.53 4.6 DST+ 0.00 30.0 2.63 - -
>100 100 4.00 SPT-3
YELLOWISH SILTY SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
80
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
10.07.2015 TO 10.07.2015 4.05 Not Met
24 of 44
S0IL
PROFILE SHEET NO. 4
BORE
HOLE
NO.
BH-4
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SM 11 69 20 0 1.62 1.55 4.4 DST+ 0.00 29.0 2.62 - -
>100 100 4.00 SPT-3
YELLOWISH SILTY SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
130
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
09.07.2015 TO 09.07.2015 4..06 Not Met
25 of 44
S0IL
PROFILE SHEET NO. 5
BORE
HOLE
NO.
BH-5
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
33 31 1.50 SPT-1
37 30 2.25 SPT-2
3.00 UDS-1 SP 5 89 6 0 1.65 1.58 4.42 DST 0.00 31.0 2.63 - -
>100 100 3.75 SPT-3
>100 100 4.50 SPT-4
YELLOWISH FINE SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
130
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
14.07.2015 TO 14.07.2015 4.04 Not Met
26 of 44
S0IL
PROFILE SHEET NO. 6
BORE
HOLE
NO.
BH-6
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SP 6 86 8 0 1.64 1.57 4.2 DST+ 0.00 30.0 2.62 - -
>100 100 4.00 SPT-3
YELLOWISH FINE SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
80
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
14.07.2015 TO 14.07.2015 4.05 Not Met
27 of 44
S0IL
PROFILE SHEET NO. 7
BORE
HOLE
NO.
BH-7
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 2.25 SPT-2 SP 8 88 4 0 1.62 1.54 4.9 DST+ 0.00 31.0 2.62 - -
>100 100 3.50 SPT-3
YELLOWISH FINE SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
78
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
10.07.2015 TO 10.07.2015 3.54 Not Met
28 of 44
S0IL
PROFILESHEET NO. 8
BORE
HOLE
NO.
BH-8
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 2.25 SPT-2 SP 13 81 6 0 1.68 1.55 8.7 DST+ 0.00 30.0 2.63 - -
>100 100 3.50 SPT-3
YELLOWISH FINE SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
78
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
10.07.2015 TO 10.07.2015 3.55 Not Met
29 of 44
S0IL
PROFILESHEET NO. 9
BORE
HOLE
NO.
BH-9
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SP 4 86 0 1.69 1.62 4.5 DST+ 0.00 29.0 2.62 - -
YELLOWISH FINE SAND WITH
GRAVELS10 NON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
76
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
11.07.2015 TO 11.07.2015 3.06 Not Met
30 of 44
S0IL
PROFILE SHEET NO. 10
BORE
HOLE
NO.
BH-10
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SP 7 85 0 1.63 1.56 4.7 DST+ 0.00 30.0 2.62 - -
YELLOWISH FINE SAND WITH
GRAVELS8 NON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
84
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
11.07.2015 TO 11.07.2015 3.06 Not Met
31 of 44
S0IL
PROFILE SHEET NO. 11
BORE
HOLE
NO.
BH-11
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
47 42 1.50 SPT-1
>100 100 2.25 SPT-2 SP 5 85 10 0 1.62 1.55 4.6 DST+ 0.00 31.0 2.62 - -
>100 100 3.00 SPT-3
YELLOWISH FINE SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
66
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
11.07.2015 TO 11.07.2015 3.07 Not Met
32 of 44
S0IL
PROFILE SHEET NO. 12
BORE
HOLE
NO.
BH-12
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
41 38 1.50 SPT-1
51 39 2.25 SPT-2
66 44 3.00 SPT-3 SM 0 68 32 0 1.61 1.54 4.3 DST+ 0.00 29.0 2.62 - -
>100 100 4.00 SPT-2
YELLOWISH SILTY SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
60
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
11.07.2015 TO 11.07.2015 4.05 Not Met
33 of 44
S0IL
PROFILESHEET NO. 13
BORE
HOLE
NO.
BH-13
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
28 28 1.50 SPT-1
40 32 2.25 SPT-2
3.00 UDS-3 SM 0 72 28 0 1.62 1.55 4.6 DST 0.00 29.0 2.62 - -
>100 100 3.75 SPT-3
YELLOWISH SILTY SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
85
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
12.07.2015 TO 12.07.2015 3.80 Not Met
34 of 44
S0IL
PROFILESHEET NO. 14
BORE
HOLE
NO.
BH-14
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SP 7 84 0 1.70 1.56 8.8 DST+ 0.00 30.0 2.63 - -
YELLOWISH FINE SAND WITH
GRAVELS9 NON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
95
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
12.07.2015 TO 12.07.2015 3.05 Not Met
35 of 44
S0IL
PROFILESHEET NO. 15
BORE
HOLE
NO.
BH-15
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
33 32 1.50 SPT-1
>100 100 2.25 SPT-2 SP 6 86 8 0 1.62 1.55 4.2 DST+ 0.00 30.0 2.63 - -
>100 100 3.00 SPT-3
YELLOWISH FINE SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
60
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
12.07.2015 TO 12.07.2015 3.04 Not Met
36 of 44
S0IL
PROFILESHEET NO. 16
BORE
HOLE
NO.
BH-16
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 2.25 SPT-2 SP 6 88 6 0 1.64 1.57 4.7 DST+ 0.00 30.0 2.63 - -
>100 100 3.00 SPT-3
YELLOWISH FINE SAND WITH
GRAVELSNON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
124
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
13.07.2015 TO 13.07.2015 3.06 Not Met
37 of 44
S0IL
PROFILESHEET NO. 17
BORE
HOLE
NO.
BH-17
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
20 22 1.50 SPT-1
31 27 2.25 SPT-2
44 32 3.00 SPT-3
3.75 UDS-1 SM 5 74 21 0 1.67 1.59 4.8 DST 0.00 29.0 2.62 - -
>100 100 4.25 SPT-4
YELLOWISH SILTY SAND WITH
GRAVELS
NON PLSTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
124
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
13.07.2015 TO 13.07.2015 4.30 Not Met
38 of 44
S0IL
PROFILESHEET NO. 18
BORE
HOLE
NO.
BH-18
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SP 7 86 0 1.66 1.58 5.3 DST+ 0.00 30.0 2.63 - -
YELLOWISH FINE SAND WITH
GRAVELS7 NON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
124
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
13.07.2015 TO 13.07.2015 3.03 Not Met
39 of 44
S0IL
PROFILESHEET NO. 19
BORE
HOLE
NO.
BH-19
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SP 9 84 0 1.67 1.58 5.7 DST+ 0.00 30.0 2.63 - -
YELLOWISH FINE SAND WITH
GRAVELS7 NON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
124
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
13.07.2015 TO 13.07.2015 3.05 Not Met
40 of 44
S0IL
PROFILESHEET NO. 20
BORE
HOLE
NO.
BH-20
DEPTH DESCRIPTION OF SOIL LIQUID
LIMIT
PLASTIC
LIMIT
BULK
DENSITY
DRY
DENSITY
MOIST.
CONT
SPECIFIC
GRAVITY
GRAVEL SAND CLAY C Ø
m % % % % % gm/cc gm/cc % kg/cm2 deg.
GL DS-1 YELLOWISH SANDY SILT
>100 100 1.50 SPT-1
>100 100 3.00 SPT-2 SP 8 82 0 1.67 1.59 5.3 DST+ 0.00 30.0 2.63 - -
YELLOWISH FINE SAND WITH
GRAVELS10 NON PLASTIC
TEST MARKED WITH + ARE DONE ON REMOULDED SAMPLES/ UDS MARKED WITH * ARE SLIPPED OR RECOVERY NILL.
SHEAR PARAMETER CONSOLIDATION PARAMETER
SILT TEST TYPE COMPRESSION
INDEX Cc
VOID RATIO
e0%
N
VALUES
(FIELD)
N
VALUES
(CORREC
TED)
SAMPLE IS CLASSIF -
ICATION
GRAIN SIZE ANALYSIS
WATER TABLE (m)
124
PROJECT:GEOTECHNICAL INVESTIGATION WORK FOR SOLAR PARK PHASE-III IN BHADLA VILLAGE TEHSIL-BAP, DIST-
JODHPUR IN RAJASTHAN
KHASRA NO. CO-ORDINATE REDUCED LEVEL BORING DATE TERMINAL DEPTH (m)
14.07.2015 TO 14.07.2015 3.03 Not Met
41 of 44
