GEOSCAPE CONSULTANTS LTD.

BORE LOG
HOUSE NO. #135, ROAD NO. #05, MOHAKHALI DOHS, DHAKA
BH NO : 02
LAT (deg): N 23.749908
CLIENT: APONGRIHO NIRMAN PROPERTIES LTD.
LONG (deg): E 90.407139
DATE OF BORING: 25-02-2021
PROJECT: SUJAUDDIN APON KUTIR.
T.B.M. = 0, CONSIDERED AT ROAD LEVEL.
REDUCED LEVEL, R.L = (-) 0.31 m
LOCATION: 214, BORO MOGBAZAR, DHAKA.
GROUND WATER LEVEL = (-) 0.61 m
SAMPLE INDEX

LITHOLOGICAL
SAMPLE NO.

S.P.T VALUE
THICKNESS
DEPTH (m)

LITHOLOGICAL DESCRIPTION
LAYER

S.P.T NUMBER

LOG
CONSISTENCY (Number of Blows per 0.3 m)
STRATA
USCS PLASTICITY OR
COMPOSITION
COMPACTNESS

10

15

20

25

30

35

40

45

50

55
5
1.5m
0-1.5

Silty Clay, Possible Fill

1.5 D-01 10
1.5m

Mostly Clay with Some

D-02 CL, Lean Clay Plastic Stiff
3 Silt 13
UD-01

4.5 D-03 16
1.5m

Mostly Clay with Some

CL, Lean Clay Plastic Very Stiff
Silt

6 D-04 7
1.5m

Mostly Silt with Some

D-05 ML, Lean Silt Plastic Medium Stiff
7.5 Clay 9

9 D-06 18
1.5m

Mostly Sand with Few

D-07 SM, Silty Sand Non-Plastic Medium Dense
10.5 Silt and Trace Clay 25

12 D-08 32
1.5m

Mostly Sand with Few

D-09 SM, Silty Sand Non-Plastic Dense
13.5 Silt and Trace Clay 35

15 D-10 50 1" OVER

1.5m

Mostly Sand with Few

SM, Silty Sand Non-Plastic Very Dense
Silt and Trace Clay

16.5 D-11 50
1.5m

Mostly Sand with Few

SM, Silty Sand Non-Plastic Dense
Silt and Trace Clay

18 D-12 Mostly Sand with Few Silt 50

0.5m and Trace Clay
SM, Silty Sand Non-Plastic Very Dense 2" OVER
SOIL INDEX LEGENDS
DISTURBED
SAMPLE CLAY ORGANIC SOIL
SAND RUBBISH
UNDISTURBED SILT MICA
SAMPLE
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FIELD SUPERVISER CHECKED BY