DBM GEOTECHNICS & CONSTRUCTIONS PVT.
LTD
Project: Development of Pune Metro Line III (Megapolice circle (Hinjewadi) to Civil Court (Shivaji Nagar) Metro Rail Corridor, Pune.
Client: PUNE METROPOLITAN REGION DEVELOPMENT AUTHORITY Location: : HINJEWADI Pier No. :
Equipment : Hydraulic rig Borehole No. : P0/19 Co-ordinates : N 2054486.4695 E 361584.0019
Drilling Orientation : Vertical Type of Core barrel : Double Tube Date : 15/07/2019 TO 17/07/2019
Drilling Method : Rotary Type Type of Bit : Diamond Core Bit R.L. (m) : 610.446m
Casing Size : HX / NX Drilling Fluid : Water T.D.(m) : 20.00m B.G.L.
Casing Depth(m) : HX Upto 3.50m & NX upto 7.50m B.G.L. Core diameter (mm) : 54mm W.T.(m) : 4.00m B.G.L.
BOREHOLE LOG SHEET
SPT Blow Counts
Description
0.0 0.00
D1
3.00
0.5
1.0
1.5
Fill (Brownish, silty clay with gravels, pebbles,concrete and boulders)
2.0
2.5
3.0 3.00
3.29 S1 32 54 -- 54/
3.5 (290mm) 1 TO
5 V to
1.76 17 9 NIL N.I 0
4.0 with IV
SP
4.5 4.50
Completely to Highly weathered, light greenish grey, BASALT
5.0 6 TO
10 V to
1.88 21 12 NIL N.I 0
5.5 With IV
SP
6.0 6.00
6.5
11
Completely to Highly weathered, light greenish grey to brownish, V to
1.88 46 46 NIL TO N.I 0
7.0 amygdaloidal BASALT IV
24
7.5 7.50
8.0 25
Moderately weathered, greyish to brownish, amygdaloidal BASALT (III) 2.00 87 85 77 TO 4 III 60
8.5 29
9.0 9.00
30
9.5
Slightly weathered, greyish to brownish, amygdaloidal BASALT (II) 1.76 96 96 93 TO 4 II 60
32
10.0 10.00
SPT- (Standard Penetration Test - S1,S2,S3…) I Fresh R SPT Refusal
UDS- (Undisturbed Sample - U1,U2,U3….) II Slightly weathered EGL Existing Ground Level
DS- (Disturbed Sample - D1,D2,D3….) III Moderately weathered F.I. Fracture Index
RC/SC (Rock /Soil Core-C1,C2,C3....) IV Highly weathered N.I Non-Intact Rock
Wash Boring V Completely weathered UCS Unconfined Compressive Strength
Fill Basalt VI Residual Soil TCR Total Core Recovery
TD Termination depth SCR Solid Core Recovery
R.L. Reduced Level RQD Rock Quality Designation
Logged By: Checked By Prepared By
Name Signature Name Signature Name Signature
Maneesh Dave Anirudha Joshi Sanket R. Baing
DBM GEOTECHNICS & CONSTRUCTIONS PVT. LTD
Project: Development of Pune Metro Line III (Megapolice circle (Hinjewadi) to Civil Court (Shivaji Nagar) Metro Rail Corridor, Pune.
Client: PUNE METROPOLITAN REGION DEVELOPMENT AUTHORITY Location: : HINJEWADI Pier No. :
Equipment : Hydraulic rig Borehole No. : P0/19 Co-ordinates : N 2054486.4695 E 361584.0019
Drilling Orientation : Vertical Type of Core barrel : Double Tube Date : 15/07/2019 TO 17/07/2019
Drilling Method : Rotary Type Type of Bit : Diamond Core Bit R.L. (m) : 610.446m
Casing Size : HX / NX Drilling Fluid : Water T.D.(m) : 20.00m B.G.L.
Casing Depth(m) : HX Upto 3.50m & NX upto 7.50m B.G.L. Core diameter (mm) : 54mm W.T.(m) : 4.00m B.G.L.
BOREHOLE LOG SHEET
SPT Blow Counts
Description
30
Slightly weathered, greyish to brownish, amygdaloidal BASALT 1.76 96 96 93 4 II 60
10.5 10.50 TO
11.0
33
Moderately weathered, greyish to brownish, compact BASALT (III) 2.14 90 88 65 TO N.I III 40
11.5
46
12.0 12.00
47
12.5 Slightly to moderately weathered, greyish, jointed and fractured,
1.67 97 97 43 TO N.I III to II 40
compact BASALT (III to II)
61
13.0 13.00
13.5
62
Slightly weathered, greyish, compact BASALT (II) 1.76 95 95 83 TO 8 II 40
14.0
69
14.5 14.50
15.0
70
Moderately weathered, brownish, amygdaloidal BASALT (III) 1.58 96 96 64 TO N.I III 40
15.5
81
16.0 16.00
82
16.5
TO
Slightly weathered, brownish, amygdaloidal BASALT (II) 1.58 98 97 85 89 9 II 50
17.0
with
SP
17.5 17.50
18.0
90
1.88 98 98 96 TO 2 I 50
18.5
91
Fresh, greyish, amygdaloidal BASALT (I)
19.0 19.00
92
19.5
2.22 98 98 90 TO 2 I 50
93
20.0 20.00
SPT- (Standard Penetration Test - S1,S2,S3…) I Fresh R SPT Refusal
UDS- (Undisturbed Sample - U1,U2,U3….) II Slightly weathered EGL Existing Ground Level
DS- (Disturbed Sample - D1,D2,D3….) III Moderately weathered F.I. Fracture Index
RC/SC (Rock /Soil Core-C1,C2,C3....) IV Highly weathered N.I Non-Intact Rock
Wash Boring V Completely weathered UCS Unconfined Compressive Strength
Fill Basalt VI Residual Soil TCR Total Core Recovery
TD Termination depth SCR Solid Core Recovery
R.L. Reduced Level RQD Rock Quality Designation
Logged By: Checked By Prepared By
Name Signature Name Signature Name Signature
Maneesh Dave Anirudha Joshi Sanket R. Baing
