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RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 299.918DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.80 mt. BGL
60
DATE : 24-08-15 TO 27-08-15
CHAINAGE : At Ch.: 7/400- EW
CO ORDINATES : Easting : --301274.196 Northing : -2339122.386
1.20
1.30
6.00
1.50
5.00
15.00
Bitumen road material
8.50
DS
UDS
SPT
SPT
UDS
SPT
UDS
SPT
SPT
SPT
SPT
1
1
1
2
2
3
3
4
5
6
7
0.00
1.50
3.00
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
5,7,12
8,18,18
-
15,20,35
-
>100
>100
>100
>100
-
-
19
36
-
55
-
REF
REF
REF
REF
water [email protected] mt.
1.20CH
CL
SM
2.50
10.00
Brownish gravels mixedwith medium to fine grained
non plastic silty sand.
Browmish fine to mediumgrain medium dense sand
with little amount ofcohession
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withlittle kankkar.
Brownish medium to finegrained silty clay of low
plasticity mixed withkankkars.
12345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678
.0
.0
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
Nil
-
-
-
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
60METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 299.918DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.80 mt. BGL DATE : 24-08-15 TO 27-08-15
CHAINAGE : At Ch.: 7/400- EW
CO ORDINATES : Easting : --301274.196 Northing : -2339122.386
16
18
20
22
24
26
28
30
SPT
SPT
SPT
Core
8
9
10
1
16.50
18.00
19.50
20.00
>100
>100
>100
-
REF
REF
REF
-
5.00
Bore terminated
20.00
Browmish fine to mediumgrain medium dense sand
with little amount ofcohession
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 298.552DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.00 mt. BGL
61
DATE : 24-08-15 TO 24-08-15
CHAINAGE : At Ch.: 8/010- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
2.40
3.90
7.50
15.00
Bitumen road material
7.50
DS
UDS
SPT
UDS
SPT
SPT
SPT
SPT
SPT
SPT
SPT
1
1
1
2
2
3
4
5
6
7
8
0.00
1.50
3.00
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
8,13,16
-
15,25,30
>100
>100
>100
>100
>100
>100
-
-
29
-
55
REF
REF
REF
REF
REF
REF
water [email protected] mt.1.20CH
SC
3.60
Fine grained Highly weathredgrayish rock
Brownish black cotton typesoil mixed with medium to fine
grained silty clay of highplasticity with kankkar.
.0
.0
Brownish medium to finegrained silty sand mixed clay
particles of low plasticitywith kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
Nil
-
-
-
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
61METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 298.552DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.00 mt. BGL DATE : 24-08-15 TO 24-08-15
CHAINAGE : At Ch.: 8/010- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
SPT
SPT
SPT
Core
9
10
11
1
16.50
18.00
19.50
20.00
>100
>100
>100
-
REF
REF
REF
-
5.00
Bore terminated
20.00
Fine grained Highly weathredgrayish rock
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 299.877DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.40 mt. BGL
62
DATE : 24-08-15 TO 25-08-15
CHAINAGE : At Ch.: 8/287- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
1.80
2.50
9.50
15.00
Bitumen Rod Material
5.50
DS
SPT
UDS
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
1
1
1
2
3
4
5
6
7
8
9
0.00
1.50
3.00
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
3,4,5
-
21,28,35
>100
>100
>100
>100
>100
>100
>100
-
9
-
63
REF
REF
REF
REF
REF
REF
REF
water [email protected] mt.1.20
CH
SM3.00
Brownish gravels mixedwith medium to fine grained
non plastic silty sand.
Fined to Medium grainedbrownish weathred material
with gravels
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withlittle kankkar.
.0
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-51.00
55.33
58.00
-Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
62METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 299.877DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.40 mt. BGL DATE : 24-08-15 TO 25-08-15
CHAINAGE : At Ch.: 8/287- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
SPTCore
Core
Core
101
2
3
16.5016.51
18.00
20.00
>100-
-
-
REF-
-
-
1.51
3.49
Bore terminated
20.00
Medium grained light pinkfoliated gneiss contain
feldspar,hornblende,mica.
16.51
Fined to Medium grainedbrownish weathred material
with gravels
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
--
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 300.733DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.00 mt. BGL
63
DATE : 23-08-15 TO 24-08-15
CHAINAGE : At Ch.: 8/450- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
3.40
1.40
5.50
3.90
15.00
Bitumen road material
11.10
DS
UDS
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
1
1
1
2
3
4
5
6
7
8
9
0.00
1.50
3.00
4.60
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
4,6,9
-9,15,37
>100
>100
>100
>100
>100
>100
>100
-
-
15
-52
REF
REF
REF
REF
REF
REF
REF
water [email protected] mt.1.20CH
SC
Gray brown highly weathredrock with mica containt
Brownish black cotton typesoil mixed with medium to fine
grained silty clay of highplasticity with kankkar.
.0
.0 Brownish medium to fine grainedsilty sand mixed clay particles of
low plasticity with kankkars.
4.60
6.00
White brown light pink highlyweathred rock
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
63METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 300.733DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.00 mt. BGL DATE : 23-08-15 TO 24-08-15
CHAINAGE : At Ch.: 8/450- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
SPT
SPT
SPT
10
11
12
16.50
18.00
20.00
>100
>100
>100
REF
REF
REF
5.04
Bore terminated20.00
Gray brown highly weathredrock with mica containt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
--
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 301.514DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.10 mt. BGL
64
DATE : 22-08-15 TO 23-08-15
CHAINAGE : At Ch.: 8/600- EW (Center Line)
CO ORDINATES : Easting : 300116.813 Northing : 2338837.371
1.20
4.10
1.90
7.80
15.00
Bitumen road material
7.20
DS
UDS
SPT
UDS
SPT
SPT
SPT
SPT
SPT
SPT
SPT
1
1
1
2
2
3
4
5
6
7
8
0.00
1.50
3.00
4.50
6.00
7.60
9.00
10.50
12.00
13.50
15.00
-
-
5,8,10
-
15,20,30
>100
>100
>100
>100
>100
>100
-
-
18
-
50
-REF
REF
REF
REF
REF
REF
water [email protected] mt.1.20CH
CL
Brownish black cotton typesoil mixed with medium to fine
grained silty clay of highplasticity with kankkar. .0
.0
5.30
Brownish medium to finegrain consolidated soil
Brownish medium to finegrained silty clay of low
plasticity mixed withkankkars.
12345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
64METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 301.514DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.10 mt. BGL DATE : 22-08-15 TO 23-08-15
CHAINAGE : At Ch.: 8/600- EW
CO ORDINATES : Easting : 300116.813 Northing : 2338837.371
16
18
20
22
24
26
28
30
SPT
SPT
SPT
9
10
11
16.50
18.00
20.00
>100
>100
>100
REF
REF
REF
5.04
Bore terminated20.00
Brownish medium to finegrain consolidated soil
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-17.93
8.00
10.66
7.33
Nil
-
-
-
-
-
-
-Nil
Nil
10.66
Nil
Nil
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 301.603DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 0.90 mt. BGL
65
DATE : 22-08-15 TO 22-08-15
CHAINAGE : At Ch.: 8/750- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
0.95
6.85
11.00
15.00
Filledup soil DS
UDS
SPTCore
Core
Core
Core
Core
SPT
SPT
SPT
SPT
1
1
11
2
3
4
5
2
3
4
5
0.00
1.50
3.003.05
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
>100-
-
-
-
-
>100
>100
>100
>100
-
-
REF
-
-
-
-
REF
REF
REF
REF
water [email protected] mt.1.20
CHBrownish black cotton type soil
mixed with medium to fine grainedsilty clay of high plasticity with
little kankkar.2.15
9.00
Medium grained light pinkfoliated gneiss contain
feldspar,hornblende,mica.
Fine to Medium grained highlyweathred rock with mica
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
65METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 301.603DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 0.90 mt. BGL DATE : 22-08-15 TO 22-08-15
CHAINAGE : At Ch.: 8/750- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
SPT
SPT
SPT
6
7
8
16.50
18.00
20.00
>100
>100
>100
REF
REF
REFBore terminated20.00
Fine to Medium grained highlyweathred rock with mica
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.297DEPTH OF BORING : 19.00 mt. BGLWATER TABLE : @ 1.60 mt. BGL
66
DATE : 22-08-15 TO 28-08-15
CHAINAGE : At Ch.: 8/950- EW Off set 9.0mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
2.80
2.00
9.00
15.00
Bitumen road material
6.00
DS
UDS
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
1
1
1
2
3
4
5
6
7
8
9
0.00
1.50
3.00
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
6,9,12
10,21,23
>100
>100
>100
>100
>100
>100
>100
-
-
21
51
REF
REF
REF
REF
REF
REF
REF
water [email protected] mt.
1.20CH
CL
Brownish black cotton typesoil mixed with medium to fine
grained silty clay of highplasticity with kankkar. .0
.0
4.00
Grayish white coarse tomedium grained dense sandy
soil
Brownish medium to finegrained silty clay of low
plasticity mixed withkankkars.
123456781234567812345678123456781234567812345678123456781234567812345678
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
65.00
-
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
66METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.297DEPTH OF BORING : 19.00 mt. BGLWATER TABLE : @ 1.60 mt. BGL DATE : 22-08-15 TO 28-08-15
CHAINAGE : At Ch.: 8/950- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
SPT
Core
10
1
16.50
19.00
>100
-
REF
-
4.00
Bore terminated19.00
Medium grained light pinkgneiss contain minerals
feldspar,biotite mica
Grayish white coarse tomedium grained dense sandy
soil
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-9.64
Nil
-
-
-
-
-
-
-
-
-
-Nil
Nil
-
-
-
-
-
-H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected]
B.O.: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.517DEPTH OF BORING : 18.00 mt. BGLWATER TABLE : @ 1.65 mt. BGL
67
DATE : 22-08-15 TO 24-08-15
CHAINAGE : At Ch.: 9/107- EW Off set 8.20 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
0.90
2.45
2.95
7.50
15.00
Bitumen road material DS
UDS
SPT
SPTCore
Core
SPT
SPT
SPT
SPT
SPT
SPT
1
1
1
21
2
3
4
5
6
7
8
0.00
1.50
3.00
4.504.55
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
7,14,20
>100-
-
>100
>100
>100
>100
>100
>100
-
-
34
REF-
-
REF
REF
REF
REF
REF
REF
water [email protected] mt.
1.20CH
SC
2.10
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
.0 Brownish medium to fine
grained silty sand mixed clayparticles of low plasticity with
kankkars.
4.55
7.50
Fine grained brown bouldersof chert rock
Grayish white coarse tomedium grained dense sandy
soil
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
67METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.517DEPTH OF BORING : 18.00 mt. BGLWATER TABLE : @ 1.65 mt. BGL DATE : 22-08-15 TO 24-08-15
CHAINAGE : At Ch.: 9/107- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
SPT
SPT
9
10
16.50
18.00
>100
>100
REF
REF
3.02
Bore terminated18.00
Grayish white coarse tomedium grained dense sandy
soil
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-16.55
Nil
-16.29
Nil
-
-
-
-
-
-
-
-Nil
Nil
-Nil
Nil
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 303.008DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 2.60 mt. BGL
68
DATE : 22-08-15 TO 23-08-15
CHAINAGE : At Ch.: 9/245- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
1.30
1.50
3.50
3.15
2.85
1.50
15.00
Bitumen road material
4.00
DS
UDS
SPT
SPT
SPT
SPTCore
Core
SPTCore
Core
SPT
SPT
1
1
1
2
3
41
2
53
4
6
7
0.00
1.50
3.00
4.50
6.00
7.507.55
9.00
10.5010.65
12.00
13.50
15.00
-
-
5,7,11
15,20,25
20,25,35
>100-
-
>100-
-
>100
>100
-
-
18
45
60
REF-
-
REF-
-
REF
REF
water [email protected] mt.
1.20CH
CI
SC
Brownish black cotton typesoil mixed with medium to fine
grained silty clay of highplasticity with kankkar.
.0
.0
2.50
Medium grained gray highlyweathred rock
7.50
10.65
13.50
Medium grained whitishsandstone
Fine grained redish clay withsilty sand
Brownish medium to finegrained silty sand mixed clayparticles of low plasticity with
kankkars.
Brownish medium to finegrained silty clay of medium
plasticity mixed with littlekankkars.
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
Nil
-
-
-
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
68METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 303.008DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 2.60 mt. BGL DATE : 22-08-15 TO 23-08-15
CHAINAGE : At Ch.: 9/245- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
SPT
SPT
SPT
Core
8
9
10
5
16.50
18.00
19.50
20.00
>100
>100
>100
-
REF
REF
REF
-
5.00
Bore terminated
20.00
Fine grained redish clay withsilty sand
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-
-2.06
Nil
-
-
-
-
-
-
-
-
-
-Nil
Nil
-
-
-
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.468DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.80 mt. BGL
69
DATE : 22-08-15 TO 23-08-15
CHAINAGE : At Ch.: 9/400- EW (Center Line)
CO ORDINATES : Easting : 299356.247 Northing : 2338591.029
1.20
2.40
1.40
2.50
3.00
4.50
15.00
Bitumen road material
5.00
DS
SPT
UDS
SPT
SPT
SPTCore
Core
SPT
SPT
SPT
SPT
1
1
1
2
3
41
2
5
6
7
8
0.00
1.50
3.00
4.50
6.00
7.507.55
9.00
10.50
12.00
13.50
15.00
-
3,5,7
-
11,25,30
26,27,50
>100-
-
>100
>100
>100
>100
-
12
-
55
77
REF-
-
REF
REF
REF
REF
water [email protected] mt.1.20CH
SC
SM
Brownish black cotton typesoil mixed with medium to fine
grained silty clay of highplasticity with kankkar.
.0
.0
3.60
Medium grained brownishhighly weathred rock
7.50
10.50
Medium grained grayishhighly weathred rock
Brownish medium to finegrained silty sand mixed clayparticles of low plasticity with
kankkars..0
Brownish gravels mixedwith medium to fine grained
non plastic silty sand.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
Nil
-
-
-
Nil
-
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
69METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.468DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.80 mt. BGL DATE : 22-08-15 TO 23-08-15
CHAINAGE : At Ch.: 9/400- EW
CO ORDINATES : Easting : 299356.247 Northing : 2338591.029
16
18
20
22
24
26
28
30
SPT
SPT
Core
SPT
9
10
3
11
16.50
18.00
19.50
20.00
>100
>100
>100
-
REF
REF
REF
-
5.05
Bore terminated20.00
Medium grained grayishhighly weathred rock
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-13.60
4.00
6.66
Nil
-10.00
12.00
8.00
13.33
12.00
-
-
-Nil
Nil
Nil
Nil
-Nil
Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.587DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.10 mt. BGL
70
DATE : 20-08-15 TO 21-08-15
CHAINAGE : At Ch.: 9/540- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
1.10
6.90
5.80
15.00
Bitumen road material
9.20
DS
UDS
SPTCore
Core
Core
Core
SPTCore
Core
Core
Core
Core
1
1
11
2
3
4
25
6
7
8
9
0.00
1.50
3.003.25
4.50
6.00
7.50
9.009.20
10.50
12.00
13.50
15.00
-
-
>100-
-
-
-
>100-
-
-
-
-
-
-
REF
-
-
-
REF-
-
-
-
-
water [email protected] mt.1.20CHBrownish black cotton type soil
mixed with medium to fine grainedsilty clay of high plasticity with
kankkar.2.30
Medium grained gray to redishhighly weathred rock
Medium grained redish whitesandstone
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
16.00
6.50
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
70METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.587DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.10 mt. BGL DATE : 20-08-15 TO 21-08-15
CHAINAGE : At Ch.: 9/540- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
Core
Core
10
11
16.50
20.00
-
-
-
-
5.00
Bore terminated
20.00
Medium grained redish whitesandstone
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-14.00
12.66
16.00
35.33
8.00
-23.33
28.00
47.33
15.33
-
-
-Nil
Nil
Nil
19.33
Nil
-Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.999DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.20 mt. BGL
71
DATE : 20-08-15 TO 20-08-15
CHAINAGE : At Ch.: 9/700- EW (Center Line)
CO ORDINATES : Easting : 299068.328 Northing : 2338507.132
1.20
1.80
8.65
4.25
15.00
Bitumen road material
10.75
DS
UDS
SPTCore
Core
Core
Core
Core
SPTCore
Core
Core
Core
1
1
11
2
3
4
5
26
7
8
9
0.00
1.50
3.003.10
4.50
6.00
7.50
9.00
10.5010.75
12.00
13.50
15.00
-
-
>100-
-
-
-
-
>100-
-
-
-
-
-
REF
-
-
-
-
REF-
-
-
-
water [email protected] mt.1.20SC
3.00
Medium grained Gray whitebrown redish weathred rock
Medium grained light pinkweathred gneiss contain
feldspar
Brownish medium to finegrained silty sand mixed clay
particles of low plasticity.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
73.33
15.00
6.66
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
71METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 302.999DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.20 mt. BGL DATE : 20-08-15 TO 20-08-15
CHAINAGE : At Ch.: 9/700- EW
CO ORDINATES : Easting : 299068.328 Northing : 2338507.132
16
18
20
22
24
26
28
30
Core
Core
10
11
16.50
20.00
-
-
-
-
5.00
Bore terminated
20.00
Medium grained light pinkweathred gneiss contain
feldspar
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-10.71
10.66
8.00
20.66
Nil
-14.66
35.33
46.00
-
-
-
-Nil
Nil
Nil
15.33
Nil
-Nil
10.00
40.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 303.722DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.30 mt. BGL
72
DATE : 18-08-15 TO 19-08-15
CHAINAGE : At Ch.: 9/850- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
1.30
2.00
1.50
4.50
1.75
2.75
15.00
Bitumen Road Material
4.50
DS
UDS
SPT
SPTCore
Core
Core
Core
Core
SPTCore
Core
Core
1
1
1
21
2
3
4
5
36
7
8
0.00
1.50
3.00
4.504.60
6.00
7.50
9.00
10.50
12.0012.25
13.50
15.00
-
-
10,21,27
>100-
-
-
-
-
>100-
-
-
-
-
48
REF-
-
-
-
-
REF-
-
-
water [email protected] mt.1.20
CH
SC2.50
Medium grained whitecalcareous sandstone
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
.0 Brownish medium to fine
grained silty sand mixed clayparticles of low plasticity with
kankkars.
6.00
10.50
Medium grained grayweathred basalt rock
Medium grained redish whitebrown ferrugineous
sandstone
12.25
Fine to medium grainedredish silty clay
hds
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
72METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 303.722DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.30 mt. BGL DATE : 18-08-15 TO 19-08-15
CHAINAGE : At Ch.: 9/850- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
5.00
Bore terminated20.00
Medium grained redish whitebrown ferrugineous
sandstone
18.66
30.00
26.00
7.33
30.00
Nil
Core
Core
Core
9
10
11
16.50
18.00
20.00
-
-
-
-
-
-
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-94.73
92.00
50.00
47.00
16.66
Nil
-22.66
18.66
-
-
-
-
-31.57
Nil
Nil
47.00
Nil
Nil
-Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 304.273DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.30 mt. BGL
73
DATE : 17-08-15 TO 21-08-15
CHAINAGE : At Ch.: 10/003- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
1.00
3.85
5.45
1.65
1.85
15.00
Bitumen road material DS
UDS
SPT
SPT
SPTCore
Core
Core
Core
Core
Core
SPTCore
Core
1
1
1
2
31
2
3
4
5
6
47
8
0.00
1.50
3.00
4.50
6.006.05
7.00
8.00
9.00
10.00
11.50
13.0013.15
14.50
-
-
>100
>100
>100-
-
-
-
-
-
>100-
-
-
-
REF
REF
REF-
-
-
-
-
-
REF-
-
water [email protected] mt.1.20
CH
2.20
Medium grained grayishhighly weathred rock
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withlittle kankkar.
.0
6.05
11.50
Fine grained gray moderatlyweathred basalt
Medium grained light pinkgneiss with contain minerals
mica,feldspar
13.15
Redish stiff clay
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
73METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 304.273DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.30 mt. BGL DATE : 17-08-15 TO 21-08-15
CHAINAGE : At Ch.: 10/003- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
5.00
Bore terminated20.00
Medium grained light pinkgneiss with contain minerals
mica,feldspar
32.0018.00
21.33
36.00
NilNil
Nil
26.00
CoreCore
Core
Core
910
11
12
16.0016.50
18.00
20.00
-
-
-
-
-
-
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
55.00
50.00
90.66
91.33
13.33
29.33
32.66
33.33
-
-
-
-
Nil
Nil
90.66
81.33
Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 303.659DEPTH OF BORING : 17.50 mt. BGLWATER TABLE : @ 1.10 mt. BGL
74
DATE : 20-08-15 TO 22-08-15
CHAINAGE : At Ch.: 10/097- EW (Center Line)
CO ORDINATES : Easting : 298674.475 Northing : 2338437.647
1.20
1.20
2.55
7.05
3.00
15.00
Bitumen road material
4.95
DS
UDS
SPT
SPT
Core
Core
Core
Core
Core
Core
Core
Core
1
1
1
2
1
2
3
4
5
6
7
8
0.00
1.50
3.00
4.50
4.95
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
10,12,35
13,28,42
-
-
-
-
-
-
-
-
-
-
57
70
-
-
-
-
-
-
-
-
water [email protected] mt.1.20CH
SC
2.40
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
.0 Brownish medium to fine
grained silty sand mixed clayparticles of low plasticity with
kankkars.
Fine to medium grained graybrownish weathred basalt
Medium grained redishsandstone
12.00
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
74METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 303.659DEPTH OF BORING : 17.50 mt. BGLWATER TABLE : @ 1.10 mt. BGL DATE : 20-08-15 TO 22-08-15
CHAINAGE : At Ch.: 10/097- EW
CO ORDINATES : Easting : 298674.475 Northing : 2338437.647
16
18
20
22
24
26
28
30
2.50
Bore terminated17.50
Medium grained redishsandstone
17.00 NilCore 917.50 - -
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
30.00
22.66
38.66
90.00
89.33
100.0
98.00
-
-
Nil
Nil
7.33
78.00
84.66
100.0
98.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 304.098DEPTH OF BORING : 11.00 mt. BGLWATER TABLE : @ 0.90 mt. BGL
75
DATE : 19-08-15 TO 21-08-15
CHAINAGE : At Ch.: 10/262- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.50
0.50
2.50
6.50
15.00
Bitumen Road Material
2.00
DS
SPT
Core
Core
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
6
7
0.00
1.50
2.00
3.00
4.50
6.00
7.50
9.00
11.00
-
>100
-
-
-
-
-
-
-
-
REF
-
-
-
-
-
-
-
water [email protected] mt.
1.50
11.00
Grayish weathered material
Fine grained grayishweathred basalt
Bore terminated
4.50
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-6.89
6.66
86.00
58.00
34.00
89.00
90.00
90.00
93.33
90.00
-
-Nil
Nil
86.00
50.00
Nil
76.00
90.00
76.00
93.33
76.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 304.686DEPTH OF BORING : 12.00 mt. BGLWATER TABLE : @ 1.30 mt. BGL
76
DATE : 18-08-15 TO 19-08-15
CHAINAGE : At Ch.: 10/400- EW (Center Line)
CO ORDINATES : Easting : 298395.598 Northing : 2338329.388
1.20
0.35
10.45
15.00
Bitumen road Material
1.55
DS
SPTCore
Core
Core
Core
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
8
9
10
0.00
1.501.55
3.00
4.50
5.00
6.00
7.00
8.00
9.00
10.00
12.00
-
>100-
-
-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
-
-
-
water [email protected] mt.1.20
12.00
Medium grained brownishhighly weathred material
Bore terminated
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
98.00
94.00
99.00
98.00
82.00
-
-
-
70.00
69.00
56.00
92.00
82.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 304.570DEPTH OF BORING : 9.00 mt. BGLWATER TABLE : @1.00mt BGL
77
DATE : 17-08-15 TO 18-08-15
CHAINAGE : At Ch.: 10/602- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
0.90
1.50
5.40
15.00
Bitumen Road Material
2.10
DS
UDS
SPT
Core
Core
Core
Core
Core
1
1
1
1
2
3
4
5
0.00
1.50
3.00
4.00
5.00
6.00
7.00
9.00
-
-
>100
-
-
-
-
-
-
-
REF
-
-
-
-
-
water [email protected] mt.1.20
9.00
Fine grained brownishclayey silt with sand
Bore terminated
Fine grained dark gray toblack hard basalt
3.60
Brownish medium to finegrained silty sand mixed clayparticles of low plasticity with
little kankkars.
SC
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-12.41
89.33
93.33
98.00
100.0
-
-
-Nil
82.66
73.33
98.00
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 306.098DEPTH OF BORING : 9.50 mt. BGLWATER TABLE : @ 1.20 mt. BGL
78
DATE : 17-08-15 TO 17-08-15
CHAINAGE : At Ch.: 10/815- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
1.10
0.75
6.45
15.00
Bitumen road material
2.30
DS
UDS
SPTCore
Core
Core
Core
Core
1
1
11
2
3
4
5
0.00
1.50
3.003.05
4.50
6.00
7.50
9.50
-
-
>100-
-
-
-
-
-
-
REF-
-
-
-
-
water [email protected] mt.1.20
9.50
Fine grained brownishweathred rock
Bore terminated
3.05
Fine grained dark gray toblack hard basalt
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withlittle kankkar.
CH
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-12.83
16.00
95.00
95.00
97.00
97.00
95.00
-
-
-Nil
Nil
79.00
95.00
81.00
91.00
95.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 306.480DEPTH OF BORING : 10.00 mt. BGLWATER TABLE : @ 0.90 mt. BGL
79
DATE : 16-08-15 TO 17-08-15
CHAINAGE : At Ch.: 10/900- EW (Center Line)
CO ORDINATES : Easting : 297964.028 Northing : 2338076.915
1.20
0.90
0.92
6.98
15.00
Bitumen road material
2.10
DS
UDS
SPTCore
Core
Core
Core
Core
Core
Core
1
1
11
2
3
4
5
6
7
0.00
1.50
3.003.02
4.50
5.00
6.00
7.00
8.00
10.00
-
-
>100-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
water [email protected] mt.1.20
10.00
Fine grained brownish siltyclay with sand
Bore terminated
Fine grained dark gray toblack hard basalt
3.02
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
CH
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-13.33
Nil
-8.84
20.00
85.33
86.66
100.0
100.0
-
-
-
-Nil
Nil
-Nil
Nil
34.66
70.00
100.0
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 307.006DEPTH OF BORING : 15.00 mt. BGLWATER TABLE : @ 1.00 mt. BGL
80
DATE : 14-08-15 to 16-08-15
CHAINAGE : At Ch.: 11/000- EW (Center Line)
CO ORDINATES : Easting : 297877.768 Northing : 2338026.327
1.20
0.80
2.10
1.50
1.50
7.50
15.00
Bitumen road material
2.00
DS
UDS
SPT
SPTCore
Core
SPTCore
Core
Core
Core
Core
Core
1
1
1
21
2
33
4
5
6
7
8
0.00
1.50
3.00
4.504.55
6.00
7.507.53
9.00
10.00
11.50
13.00
15.00
-
-
13,22,32
>100-
-
>100-
-
-
-
-
-
-
-
54
REF-
-
REF-
-
-
-
-
-
water [email protected] mt.1.20
Fine grained gray brown todark gray black hard basalt
Bore terminated
4.50
6.00
7.50
Fine to coarse grained grayweathred basalt
Medium to coarse grainedhigly weathred dense sand
Medium to coarse grained brownhighly weathred material
CH
CI
HW
HW
HW
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
Brownish medium to finegrained silty clay of medium
plasticity mixed with littlekankkars.
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-49.32
76.66
88.66
93.33
80.00
-
-
-
-
-22.97
62.66
88.66
93.33
80.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 307.806DEPTH OF BORING : 12.50 mt. BGLWATER TABLE : @ 1.00 mt. BGL
81
DATE : 16-08-15 TO 19-08-15
CHAINAGE : At Ch.: 11/100- EW (Center Line)
CO ORDINATES : Easting : 297791.508 Northing : 2337975.739
1.20
1.60
1.50
1.72
6.48
2.80
DS
UDS
SPT
SPT
SPTCore
Core
Core
Core
Core
1
1
1
2
31
2
3
4
5
0.00
1.50
3.00
4.50
6.006.02
7.50
9.00
10.50
12.50
-
-
11,20,26
>100
>100-
-
-
-
-
-
-
46
REF
REF-
-
-
-
-
water [email protected] mt.1.20
12.50
Brownish silty clay withsand
Fine grained dark gray toblack hard basalt
Bore terminated
4.30
6.02
Bitumen road material
CH
CL
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
.0 Brownish medium to finegrained siltyclay of low
plasticity mixed withkankkars.
123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-34.00
54.66
75.33
87.33
92.00
100.0
-
-
-
-Nil
20.66
75.33
80.00
92.00
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 308.449DEPTH OF BORING : 12.70 mt. BGLWATER TABLE : @ 1.00 mt. BGL
82
DATE : 12-08-15 TO 17-08-15
CHAINAGE : At Ch.: 11/200- EW (Center Line)
CO ORDINATES : Easting : 297703.967 Northing : 2337927.564
1.20
1.10
2.65
2.55
5.20
2.30
DS
UDS
SPT
SPTCore
Core
Core
Core
Core
Core
1
1
1
21
2
3
4
5
6
0.00
1.50
3.00
4.504.95
6.00
7.50
9.00
10.50
12.70
-
-
13,22,32
11,15,27-
-
-
-
-
-
-
-
38
42-
-
-
-
-
-
water [email protected] mt.1.20
12.70
Fine grained gray brownweathred basalt
Fine grained dark gray blackhard basalt
Bore terminated
4.95
7.50
Bitumen road material
CH
SC
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
.0 Brownish medium to fine
grained silty sand mixed clayparticles of low plasticity with
little kankkars.
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
91.00
100.0
96.00
100.0
98.00
-
-
-
-
61.00
85.00
76.00
100.0
77.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 308.067DEPTH OF BORING : 10.00 mt. BGLWATER TABLE : @ 1.60 mt. BGL
83
DATE : 11-08-15 TO 14-08-15
CHAINAGE : At Ch.: 11/320- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
0.90
1.50
1.30
5.10
15.00
2.10
DS
UDS
SPT
SPT
Core
Core
Core
Core
Core
1
1
1
2
1
2
3
4
5
0.00
1.50
3.00
4.50
5.00
6.00
7.00
8.00
10.00
-
-
15,20,22
>100
-
-
-
-
-
-
-
42
REF
-
-
-
-
-
water [email protected] mt.
1.20
10.00
Medium to fine grained sandwith moderate amount of
plasticity
Bore terminated
Fine grained dark gray toblack hard basalt
3.60
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
CH
SC
4.90
Brownish medium to finegrained silty sand mixed clayparticles of low plasticity with
little kankkars.
Bitumen road material
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-90.06
93.33
93.33
100.0
-
-
-
-
-74.19
93.33
93.33
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 308.313DEPTH OF BORING : 11.50 mt. BGLWATER TABLE : @ 1.80 mt. BGL
84
DATE : 17-08-15 TO 20-08-15
CHAINAGE : At Ch.: 11/400- EW (Center Line)
CO ORDINATES : Easting : 297511.092 Northing : 2337874.958
1.20
0.80
4.45
5.05
15.00
2.00
DS
UDS
SPT
SPT
SPTCore
Core
Core
Core
1
1
1
2
31
2
3
4
0.00
1.50
3.00
4.50
6.006.45
8.00
9.50
11.50
-
-
6,10,19
6,14,22
10,18,30-
-
-
-
-
-
29
36
48-
-
-
-
water [email protected] mt.
1.20
11.50Bore terminated
Fine grained dark gray toblack hard basalt
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
CH
CI
6.45
Bitumen Road Material
.0Brownish medium to finegrained silty clay of medium
plasticity mixed with littlekankkars. .0
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
48.00
77.33
81.33
88.00
83.00
-
-
-
-
Nil
77.33
81.33
72.00
83.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 307.951DEPTH OF BORING : 11.00 mt. BGLWATER TABLE : @ 1.30 mt. BGL
85
DATE : 19-08-15 TO 21-08-15
CHAINAGE : At Ch.: 11/550- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
3.30
0.50
6.00
15.00
DS
UDS
SPT
SPT
Core
Core
Core
Core
Core
1
1
1
2
1
2
3
4
5
0.00
1.50
3.00
4.50
5.00
6.00
7.50
9.00
11.00
-
-
5,7,8
>100
-
-
-
-
-
-
-
15
REF
-
-
-
-
-
water [email protected] mt.1.20
11.00
Blackish silty clay with sand
Bore terminated
Fine grained dark gray toblack hard basalt
5.00
Brownish black cotton typesoil mixed with medium to fine
grained silty clay of highplasticity with kankkar.
CH
4.50
Bitumen Road Material
.0
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
16.19
18.00
20.00
54.00
88.00
80.00
80.00
-
-
-
Nil
Nil
7.33
21.33
58.00
73.33
32.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 307.928DEPTH OF BORING : 12.50 mt. BGLWATER TABLE : @ 1.75 mt. BGL
86
DATE : 24-08-15 TO 27-08-15
CHAINAGE : At Ch.: 11/714- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.20
1.20
1.05
2.55
6.50
2.40
DS
UDS
SPT
Core
Core
Core
Core
Core
Core
Core
1
1
1
1
2
3
4
5
6
7
0.00
1.50
3.00
3.45
4.50
6.00
7.50
9.00
10.50
12.50
-
-
6,7,9
-
-
-
-
-
-
-
-
-
16
-
-
-
-
-
-
-
water [email protected] mt.
1.20
12.50
Fine grained grayish bolderweathered basalt
Fine grained dark gray toblack hard basalt
Bore terminated
3.45
6.00
Bitumen Road Material
CH
CI
Brownish black cotton type soilmixed with medium to fine grained
silty clay of high plasticity withkankkar.
.0Brownish medium to fine
grained silty clay of mediumplasticity mixed with little
kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-12.80
26.66
76.66
82.66
83.00
92.00
-
-
-Nil
Nil
65.33
72.00
74.00
72.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 309.391DEPTH OF BORING : 11.00 mt. BGLWATER TABLE : @ 1.10 mt. BGL
87
DATE : 23-08-15 TO 26-08-15
CHAINAGE : At Ch.: 11/912- EW Off set 5.20 mt.(L) from edge of road.
CO ORDINATES : Easting : -- Northing : --
1.20
1.30
0.75
7.75
2.50
DS
UDS
SPTCore
Core
Core
Core
Core
Core
1
1
11
2
3
4
5
6
0.00
1.50
3.003.25
4.50
6.00
7.50
9.00
11.00
-
-
>100-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
water [email protected] mt.1.20
11.00
Yellowish clay lime silty sandand kankars
Fine grained dark gray toblack basalt
Bore terminated
3.25
Bitumen Road Material
CIBrownish medium to finegrained silty clay of medium
plasticity mixed with littlekankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-13.79
40.00
83.33
86.66
82.66
88.00
-
-
-Nil
12.66
78.00
79.33
80.00
82.66
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 316.754DEPTH OF BORING : 12.00 mt. BGLWATER TABLE : @ 1.20 mt. BGL
88
DATE : 21-08-15 TO 26-08-15
CHAINAGE : At Ch.: 12/500- EW Off set (Center Line)
CO ORDINATES : Easting : 296931.507 Northing : 2337187.903
1.20
1.30
2.00
7.50
3.05
DS
DS
SPTCore
Core
Core
Core
Core
Core
1
2
11
2
3
4
5
6
0.00
1.50
3.003.05
4.50
6.00
7.50
9.00
12.00
-
-
>100-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
water [email protected] mt.1.20
12.00
Fine to Medium grainedgrayish brown weathred
rock
Fine grained dark gray toblack jointed hard basalt
Bore terminated
4.50
Bitumen Road Material
Highly weathred Material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
4.66
6.00
11.33
13.33
40.00
17.33
14.66
6.66
-
Nil
Nil
Nil
Nil
Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 322.689DEPTH OF BORING : 13.50 mt. BGLWATER TABLE : @ 1.4 mt. BGL
89
DATE : 21-08-15 TO 26-08-15
CHAINAGE : At Ch.: 12/900- EW (Center Line)
CO ORDINATES : Easting : 296592.466 Northing : 2337043.898
1.20
12.30
DS
Core
Core
Core
Core
Core
Core
Core
Core
1
1
2
3
4
5
6
7
8
0.00
1.50
3.00
4.50
6.00
7.50
9.00
10.50
13.50
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
water [email protected]•mt.1.20
13.50
Fine grained dark gray toblack weather basalt
Bore terminated
Bitumen Road Material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-10.00
16.00
16.66
24.00
40.00
33.33
36.00
32.00
-
-Nil
Nil
Nil
Nil
Nil
Nil
8.00
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 323.876DEPTH OF BORING : 13.50 mt. BGLWATER TABLE : @ 1.50 mt. BGL
90
DATE : 21-08-15 TO 28-08-15
CHAINAGE : At Ch.: 13/100- EW (Center Line)
CO ORDINATES : Easting : 296392.841 Northing : 2337048.010
1.60
8.90
1.50
1.50
DS
SPTCore
Core
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
8
0.00
1.501.60
3.00
4.50
6.00
7.50
9.00
10.50
13.50
-
>100-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
-
water [email protected] mt.
13.50
Fine grained gray fracturedweathred basalt
Bore terminated
Bitumen Road Material
1.60
10.50
12.00
Fine grained dark gray toblack basalt
Fine grained gray fracturedweathred basalt upto 11.50 mt
and later light green fine grainedmod weathred semi siliceous claymay be intertrappean green bole
bed.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-23.80
37.33
40.00
30.00
16.66
18.00
43.33
53.00
63.33
-
-12.24
Nil
16.66
8.00
Nil
Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 321.504DEPTH OF BORING : 14.00 mt. BGLWATER TABLE : @ 2.00 mt. BGL
91
DATE : 16-08-15 TO 18-08-15
CHAINAGE : At Ch.: 13/303- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.53
1.47
6.00
1.00
2.50
1.50
DS
SPTCore
Core
Core
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
8
9
0.00
1.501.53
3.00
4.50
6.00
7.50
9.00
10.00
11.50
14.00
-
>100-
-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
-
-
water [email protected] mt.
14.00
Fine grained dark gray toblack weathred to hard
basalt
Bore terminated
1.53
3.00
9.00
10.00
12.50
Bitumen road material
Fine grained dark gray toblack hard basalt
Fine grained dark gray to blackweathred to hard basalt and darkbrown to light green fine grained
mod weathred semi siliceous claymay be intertrappean green bole
bed.
Fine grained dark gray jointedfractured weathred basalt
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-20.00
26.66
14.00
24.66
32.00
21.33
17.33
34.66
30.66
54.00
-
-Nil
Nil
Nil
Nil
Nil
Nil
Nil
Nil
7.33
27.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 322.441DEPTH OF BORING : 18.00 mt. BGLWATER TABLE : @ 1.60 mt. BGL
92
DATE : 16-08-15 TO 25-08-15
CHAINAGE : At Ch.: 13/500- EW (Center Line)
CO ORDINATES : Easting : 295998.856 Northing : 2336978.907
1.50
0.45
13.05
15.00
Bitumen Road Material
DS
SPTCore
Core
Core
Core
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
8
9
10
0.00
1.501.95
3.00
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
12,27,35-
-
-
-
-
-
-
-
-
-
-
62-
-
-
-
-
-
-
-
-
-
water [email protected] mt.1.50SM
1.95.0
Fine grained gray fracturedweathred basalt
Brownish medium to coarsegrained non plastic silty sand
mixed with kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
92METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 322.441DEPTH OF BORING : 18.00 mt. BGLWATER TABLE : @ 1.60 mt. BGL DATE : 16-08-15 TO 25-08-15
CHAINAGE : At Ch.: 13/500- EW
CO ORDINATES : Easting : 295998.856 Northing : 2336978.907
16
18
20
22
24
26
28
30
3.00
Bore terminated18.00
Fine grained gray fracturedweathred basalt
23.00
28.00
Nil
10.00
Core
Core
11
12
16.00
18.00
-
-
-
-
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-24.32
69.33
32.00
30.00
38.00
30.00
30.33
21.33
-
-
-Nil
8.00
Nil
Nil
Nil
Nil
13.33
10.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 324.380DEPTH OF BORING : 15.00 mt. BGLWATER TABLE : @ 1.80 mt. BGL
93
DATE : 11-08-15 to 14-08-15
CHAINAGE : At Ch.: 13/800- EW (Center Line)
CO ORDINATES : Easting : 295703.551 Northing : 2336926.040
1.20
1.82
11.98
15.00
Bitumen road material
3.02
DS
SPT
SPTCore
Core
Core
Core
Core
Core
Core
Core
1
1
21
2
3
4
5
6
7
8
0.00
1.50
3.003.02
4.50
6.00
7.50
9.00
10.50
12.00
15.00
-
>100
>100-
-
-
-
-
-
-
-
-
REF
REF-
-
-
-
-
-
-
-
water [email protected] mt.
1.20
Brownish highly weathredmaterial
Fine grained dark gray toblack broken and fractured
hard basalt
Bore terminated
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-22.06
40.00
50.00
30.66
40.00
27.33
40.00
-
-Nil
Nil
Nil
Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 324.830DEPTH OF BORING : 11.50 mt. BGLWATER TABLE : @ 1.90 mt. BGL
94
DATE : 25-08-15 TO 31-08-15
CHAINAGE : At Ch.: 13/950- EW (Center Line)
CO ORDINATES : Easting : -- Northing : --
1.55
9.95
Bitumen Road Material
1.55
DS
SPTCore
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
0.00
1.501.55
3.00
4.50
6.00
7.50
9.00
11.50
-
>100-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
water [email protected] mt.
11.50
Fine grained grayishfractured weathred to hard
boulder of basalt
Bore terminated
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-28.60
87.33
96.66
88.00
86.00
-
-Nil
34.66
50.00
41.33
56.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 325.067DEPTH OF BORING : 8.00 mt. BGLWATER TABLE : @ 1.50 mt. BGL
95
DATE : 09-08-15 TO 10-08-15
CHAINAGE : At Ch.: 14/100- EW Off set 24.50 mt.(L)
CO ORDINATES : Easting : 295408.402 Northing : 2336872.316
1.20
0.31
6.49
filled up soil
1.51
DS
SPTCore
Core
Core
Core
Core
1
11
2
3
4
5
0.00
1.501.51
3.00
4.50
6.00
8.00
-
>100-
-
-
-
-
-
REF-
-
-
-
-
water [email protected] mt.
1.20
8.00
Grayish weathered material
Fine grained dark gay toblack hard,fractured basalt
Bore terminated
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
15.00
38.00
78.00
99.00
92.00
90.00
-
-
Nil
Nil
40.00
80.00
59.33
90.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 326.216DEPTH OF BORING : 9.50 mt. BGLWATER TABLE : @ 1.70 mt. BGL
96
DATE : 09-08-15 TO 14-08-15
CHAINAGE : At Ch.: 14/200- EW Off set 16.50 mt. (L)
CO ORDINATES : Easting : 295310.042 Northing : 2336854.278
1.53
2.97
5.00
filled up soil
1.53
DS
SPT
Core
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
6
0.00
1.50
2.00
3.00
4.50
6.00
7.00
9.50
-
>100
-
-
-
-
-
-
-
REF
-
-
-
-
-
-
water [email protected] mt.
9.50
Fine grained gray weathredbasalt
Bore terminated
4.50
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-18.66
33.33
44.00
67.00
85.33
90.00
80.00
-
-Nil
Nil
Nil
24.00
25.33
24.66
33.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 328.082DEPTH OF BORING : 10.00 mt. BGLWATER TABLE : @ 2.00 mt. BGL
97
DATE : 13-08-15 TO 16-08-15
CHAINAGE : At Ch.: 14/403- EW Off set 17.00 mt.(R)
CO ORDINATES : Easting : -- Northing : --
1.20
8.80
Filled Up MaterialDS
SPTCore
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
0.00
1.501.51
3.00
4.50
5.00
6.00
7.50
10.00
-
>100-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
water [email protected] mt.
1.20
10.00
Fine grained dark gray toblack hard basalt
Bore terminated
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-12.30
28.66
10.00
34.66
66.66
70.00
73.33
85.00
-
-Nil
Nil
Nil
Nil
Nil
12.00
Nil
55.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 329.555DEPTH OF BORING : 12.50 mt. BGLWATER TABLE : @ 2.00 mt. BGL
98
DATE : 09-08-15 TO 10-08-15
CHAINAGE : At Ch.: 14/712- EW Off set 14.00 mtr. (L)
CO ORDINATES : Easting : 294818.243 Northing : 2336764.090
1.20
0.30
11.00
filled up soil
1.50
DS
SPTCore
Core
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
8
0.00
1.501.70
3.00
4.50
6.00
7.50
9.00
10.00
12.50
-
>100-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
-
water [email protected] mt.
1.20
12.50
Grayish weathered material
Fine to med grained dark gayto black hard basalt
Bore terminated
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
26.00
83.00
76.66
80.00
90.00
-
-
Nil
12.00
Nil
22.00
75.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 332.285DEPTH OF BORING : 8.50 mt. BGLWATER TABLE : @ 1.90 mt. BGL
99
DATE : 05-08-15 TO 07-08-15
CHAINAGE : At Ch.: 15/200- EW Off set 13.50 mt.(L)
CO ORDINATES : Easting : 294351.511 Northing : 2336593.807
1.20
0.32
6.98
filled up soil
1.52
DS
SPT
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
0.00
1.50
2.00
3.50
4.50
6.00
8.50
-
>100
-
-
-
-
-
-
REF
-
-
-
-
-
water [email protected] mt.
1.20
8.50
Grayish weathered material
Bore terminated
Fine to med grained dark gayto black hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
69.00
93.33
100.0
100.0
-
-
60.00
Nil
50.66
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 332.456DEPTH OF BORING : 7.00 mt. BGLWATER TABLE : @ 2.00 mt. BGL
100
DATE : 05-08-15 TO 05-08-15
CHAINAGE : At Ch.: 15/300- EW Off set 16.10 mt. (R)
CO ORDINATES : Easting : 294261.061 Northing : 2336551.16
1.20
0.70
5.10
filled up soil
1.90
DS
SPT
Core
Core
Core
Core
1
1
1
2
3
4
0.00
1.50
2.00
3.00
4.50
7.00
-
>100
-
-
-
-
-
REF
-
-
-
-
water [email protected] mt.
1.20
7.00
Grayish weathered material
Fine grained dark gray toblack jointed fractured hard
basalt
Bore terminated
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
18.00
Nil
90.00
92.00
100.0
96.66
-
-
Nil
Nil
74.00
82.00
100.0
96.66
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 332.552DEPTH OF BORING : 9.00 mt. BGLWATER TABLE : @ 2.00 mt. BGL
101
DATE : 02-08-15 TO 10-08-15
CHAINAGE : At Ch.: 15/400- EW Off set 10.00 mt.(R)
CO ORDINATES : Easting : 294170.611 Northing : 2336508.513
1.20
0.80
2.00
5.00
filled up soil
2.00
DS
UDS
Core
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
6
0.00
1.20
2.00
3.00
4.00
4.50
6.00
9.00
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
water [email protected] mt.
1.20
9.00
Fine to med grained gaybrown weathred basalt
Bore terminated
4.00
Fine to med grained dark gayto black hard basalt
Brownish medium to fine grainedsilty sand mixed clay particles of
low plasticity with kankkars.
SC
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
42.00
33.33
95.33
96.00
99.33
84.00
-
-
Nil
Nil
74.66
84.00
77.33
28.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 330.018DEPTH OF BORING : 9.50 mt. BGLWATER TABLE : @ 1.70 mt. BGL
102
DATE : 07-08-15 TO 09-08-15
CHAINAGE : At Ch.: 15/600- EW Off set 14.00 mt. (L)
CO ORDINATES : Easting : 293980.96 Northing : 2336456.135
1.20
1.10
7.20
filled up soil
2.30
DS
UDS
Core
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
6
0.00
1.50
2.50
3.00
4.50
6.00
7.50
9.50
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
water [email protected] mt.
1.20
9.50Bore terminated
Fine grained dark gray hardbasalt
Brownish medium to fine grainedsilty sand mixed clay particles of
low plasticity with kankkars.
SC
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-4.16
17.00
15.00
16.66
93.00
52.00
50.00
56.00
46.00
-
-Nil
Nil
Nil
Nil
58.00
25.00
Nil
Nil
22.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 328.082DEPTH OF BORING : 10.50 mt. BGLWATER TABLE : @ 1.90 mt. BGL
103
DATE : 02-08-15 TO 22-08-15
CHAINAGE : At Ch.: 15/800- EW Off set 9.00 mt. (R)
CO ORDINATES : Easting : 293784.448 Northing : 2336440.358
1.20
0.50
8.80
1.70
DS
UDSCore
Core
Core
Core
Core
Core
Core
Core
Core
1
11
2
3
4
5
6
7
6
8
0.00
1.501.80
3.00
4.00
5.00
6.50
7.50
8.50
9.50
10.50
-
--
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-
water [email protected] mt.
1.20
10.50Bore terminated
Fine grained drak gray toblack hard basalt
SM
bitumen road material
Brownish medium to coarsegrained non plastic silty sand
mixed with kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
-
-9.52
6.67
9.33
12.00
19.33
37.00
26.00
-
-
-
-
-
Nil
Nil
Nil
Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 327.032DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 3.40 mt. BGL
104
DATE : 24-07-15 TO 29-07-15
CHAINAGE : At Ch.: 15/900- EW Off set 6.30 mt. (R)
CO ORDINATES : Easting : --293702.652 Northing : -2336383.098
1.20
0.80
4.03
8.97
15.00
bitumen road material
6.07
DS
UDS
SPT
SPT
SPTCore
Core
Core
Core
Core
Core
Core
1
1
1
2
31
2
3
4
5
6
7
0.00
1.50
3.00
4.50
6.006.03
7.50
9.10
10.50
12.00
13.50
14.50
-
-
>100
>100
>100-
-
-
-
-
-
-
-
-
REF
REF
REF-
-
-
-
-
-
-
water [email protected] mt.
1.20SM
Grayish weathered mediumto fine grained material
3.00
Dark grayish to black finegrained boulders of
weathred basalt
Brownish medium tocoarse grained non plastic
silty sand mixed withkankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
47.33
51.33
100.0
16.00
7.33
58.66
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
104METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 327.032DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 3.40 mt. BGL DATE : 24-07-15 TO 29-07-15
CHAINAGE : At Ch.: 15/900- EW
CO ORDINATES : Easting : --293702.652 Northing : -2336383.098
16
18
20
22
24
26
28
30
Core
Core
Core
8
9
10
15.50
17.00
20.00
-
-
-
-
-
-
0.50
4.50
Bore terminated
20.00
Dark grayish to black finegrained boulders of hard
basalt
15.50Dark grayish to black fine
grained boulders of weathredbasalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
13.33
10.66
8.66
8.00
5.33
10.00
13.33
12.66
48.66
-
-
Nil
Nil
Nil
Nil
Nil
Nil
Nil
Nil
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 325.904DEPTH OF BORING : 16.50 mt. BGLWATER TABLE : @ 3.00 mt. BGL
105
DATE : 22-07-15 TO 24-07-15
CHAINAGE : At Ch.: 16/000- EW Off set 6.70 mt. (R)
CO ORDINATES : Easting : 293623.328 Northing : 2336322.324
1.20
0.75
11.55
1.50
15.00
Bitumen road materialDS
UDS
Core
Core
Core
Core
Core
Core
Core
Core
Core
1
1
1
2
2
3
4
5
6
7
8
0.00
1.50
1.95
3.00
4.50
6.00
7.50
9.00
10.50
12.00
13.50
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
water [email protected] mt.
1.20
1.95
SM
13.50
Fine grained dark grayishhard basalt with joint and
minor fracture
Fine to med grained modweathred basalt
Brownish medium to coarsegrained non plastic silty sand
mixed with kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
12.66 Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
105METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 325.904DEPTH OF BORING : 16.50 mt. BGLWATER TABLE : @ 3.00 mt. BGL DATE : 22-07-15 TO 24-07-15
CHAINAGE : At Ch.: 16/000- EW
CO ORDINATES : Easting : 293623.328 Northing : 2336322.324
16
18
20
22
24
26
28
30
Core 916.50 - -
1.50
Bore terminated
16.50
Fine grained dark grayishhard basalt with joint and
minor fracture
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-7.14
14.00
20.00
21.33
13.33
28.00
24.67
17.33
12.00
-
-
-Nil
Nil
Nil
Nil
Nil
Nil
6.67
7.33
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 323.786DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.20 mt. BGL
106
DATE : 15-07-15 TO 17-07-15
CHAINAGE : At Ch.: 16/130- EW Off set 9.00 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
0.90
1.00
11.90
15.00
Bitumen road material
3.10
DS
UDS
SPTCore
Core
Core
Core
Core
Core
Core
Core
Core
1
1
11
2
3
4
5
6
7
8
9
0.00
1.50
3.003.10
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
>100-
-
-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
-
-
water [email protected] mt.1.20CI
Light grayish weatheredmaterial
2.10
Fine to med grained modweathred basalt
Brownish medium to fine grainedsilty clay of medium plasticity
mixed with little kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
9.33
27.33
52.00
Nil
10.00
38.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
106METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 323.786DEPTH OF BORING : 20.00 mt. BGLWATER TABLE : @ 1.20 mt. BGL DATE : 15-07-15 TO 17-07-15
CHAINAGE : At Ch.: 16/130- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
Core
Core
Core
10
11
12
16.50
18.00
20.00
-
-
-
-
-
-
3.00
2.00
Bore terminated
20.00
Fine to med grained modweathred basalt
18.00
Fine grained dark grayishhard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-
33.00
16.66
34.66
90.66
92.00
100.0
81.00
-
-
-
12.00
Nil
31.33
90.66
92.00
100.0
81.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 322.833DEPTH OF BORING : 12.00 mt. BGLWATER TABLE : @ 2.00 mt. BGL
107
DATE : 19-07-15 TO 21-07-15
CHAINAGE : At Ch.: 16/230- EW Off set 8.10 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
1.10
1.20
8.50
Bitumen road MaterilaDS
UDS
SPT
Core
Core
Core
Core
Core
Core
Core
1
1
1
1
2
3
4
5
6
7
0.00
1.50
3.00
3.50
4.50
6.00
7.50
9.00
10.00
12.00
-
-
>100
-
-
-
-
-
-
-
-
-
REF
-
-
-
-
-
-
-Bore terminated
water [email protected] mt.
1.20
2.30
CI
12.00
Fine to med grained darkgray to black hard basalt
light grayish highlyweathered material
3.50
Brownish medium to fine grainedsilty clay of medium plasticity
mixed with little kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-21.08
52.00
48.00
43.00
84.66
84.00
68.00
-
-
-19.04
25.00
43.00
Nil
70.00
80.00
68.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 322.535DEPTH OF BORING : 11.00 mt. BGLWATER TABLE : @ 1.50 mt. BGL
108
DATE : 21-07-15 TO 23-07-15
CHAINAGE : At Ch.: 16/330- EW Off set 6.80 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
0.90
0.93
7.97
Bitumen road materialDS
UDS
SPTCore
Core
Core
Core
Core
Core
Core
1
1
11
2
3
4
5
6
7
0.00
1.50
3.003.03
4.50
5.50
6.50
7.50
9.00
11.00
-
-
>100-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-Bore terminated
water [email protected] mt.1.20
2.10
CH
11.00
Fine grained dark gray toblack hard basalt
light grayish highlyweathered material3.03
black cotton type soil mixedwith medium to fine grainedsilty clay of high plasticity
with little kankkar.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-15.86
69.33
Nil
-13.26
97.00
100.0
100.0
-
-
-Nil
51.33
Nil
-Nil
97.00
100.0
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL :DEPTH OF BORING : 12.00 mt. BGLWATER TABLE : Not Encountered
109
DATE : 22-07-15 TO 23-07-15
CHAINAGE : At Ch.: 16/430- EW Off set 7.00 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
1.20
0.65
2.95
1.52
4.48
bitumen road materialDS
UDS
SPTCore
Core
Core
SPTCore
Core
Core
Core
1
1
11
2
3
24
5
6
7
0.00
1.50
3.003.05
4.50
6.00
7.507.52
8.50
9.50
12.00
-
-
>100-
-
-
>100-
-
-
-
-
-
REF-
-
-
REF-
-
-
-
Bore terminated
1.20
2.40
CI
12.00
Light grayish weatheredmaterial
Light grayish weatheredmaterial3.05
Brownish medium to fine grainedsilty clay of medium plasticity
mixed with little kankkars.
6.00
7.52
Fine grained dark gray toblack hard basalt
Fine to med grained modweathred to dark gray to
black hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-19.72
26.66
54.00
74.00
91.00
83.00
99.00
98.00
-
-
-19.72
Nil
30.00
56.00
76.00
83.00
99.00
98.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 321.978DEPTH OF BORING : 12.00 mt. BGLWATER TABLE : @ 2.00 mt. BGL
110
DATE : 24-07-15 TO 29-07-15
CHAINAGE : At Ch.: 16/530- EW Off set 6.10 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
1.00
0.83
8.97
Filledup materialDS
UDS
SPTCore
Core
Core
Core
Core
Core
Core
Core
1
1
11
2
3
4
5
6
7
8
0.00
1.50
3.003.03
4.50
6.00
7.00
8.00
9.00
10.00
12.00
-
-
>100-
-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-
-Bore terminated
water [email protected] mt.
1.20
2.20
CI
12.00
Fine grained dark gray toblack hard basalt
light grayish highlyweathered material3.03
Brownish medium to fine grainedsilty clay of medium plasticity
mixed with kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-11.35
41.33
23.33
100.0
100.0
100.0
100.0
-
-
-Nil
28.67
Nil
100.0
100.0
100.0
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL :DEPTH OF BORING : 12.50 mt. BGLWATER TABLE : @ 1.80 mt. BGL
111
DATE : 24-07-15 TO 29-07-15
CHAINAGE : At Ch.: 16/630- EW Off set 6.20 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
0.80
1.04
9.46
Filled up materialDS
UDS
SPTCore
Core
Core
Core
Core
Core
Core
1
1
11
2
3
4
5
6
7
0.00
1.50
3.003.04
4.50
6.00
7.50
8.50
10.00
12.50
-
-
>100-
-
-
-
-
-
-
-
-
REF-
-
-
-
-
-
-Bore terminated
1.20
2.00
CI
12.50
Grayish weatheredweathered material3.04
Fine grained dark gray toblack hard basalt
water [email protected] mt.
black cotton type soilmixed with medium to finegrained silty clay of high
plasticity with little kankkar.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
19.00
22.00
12.66
81.33
94.66
100.0
89.00
-
-
Nil
Nil
Nil
32.66
54.66
52.00
77.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 321.529DEPTH OF BORING : 11.00 mt. BGLWATER TABLE : @ 1.10 mt. BGL
112
DATE : 06-08-15 TO 13-08-15
CHAINAGE : At Ch.: 16/700- EW Off set 6.00 mt. (R)
CO ORDINATES : Easting : 293018.620 Northing : 2335977.763
1.20
0.80
4.00
5.00
DS
SPT
Core
Core
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
6
7
0.00
1.50
2.00
3.00
4.50
6.00
7.50
9.00
11.00
-
>100
-
-
-
-
-
-
-
-
REF
-
-
-
-
-
-
-Bore terminated
1.20
2.00
11.00
Fine grained gray weathredboulders of basalt
6.00
Fine grained dark gray blackhard basalt
water [email protected] mt.
Grayish weatheredmaterial
Bitumen road material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
75.00
79.00
88.00
94.00
95.00
-
-
68.00
59.00
81.00
94.00
85.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 321.529 As Per ProfileDEPTH OF BORING : 7.00 mt. BGLWATER TABLE : @ 1.50 mt. BGL
113
DATE : 05-08-15 TO 07-08-15
CHAINAGE : At Ch.: 16/800- EW Off set 7.10 mt. (R)
CO ORDINATES : Easting : Northing :
1.20
0.80
5.00
15.00
2.00
DS
SPT
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
0.00
1.50
2.00
3.00
4.00
5.00
7.00
-
>100
-
-
-
-
-
-
REF
-
-
-
-
-
water [email protected] mt.1.20
7.00
Grayish weathered material
Fine grained dark gray toblack hard basalt
Bore terminated
Bitumen and cementconcrete road material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
17.00
19.33
80.00
94.00
90.00
100.0
-
-
Nil
Nil
56.66
94.00
79.00
95.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 322.733DEPTH OF BORING : 9.50 mt. BGLWATER TABLE : @ 1.70 mt. BGL
114
DATE : 01-08-15 TO 03-08-15
CHAINAGE : At Ch.: 16/900- EW Off set 6.00 mt. (R)
CO ORDINATES : Easting : 292836.223 Northing : 2335895.718
1.20
0.80
7.30
Filled up materialDS
UDS
Core
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
6
0.00
1.50
2.00
3.00
4.50
6.00
7.50
9.50
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-Bore terminated
water [email protected] mt.
1.20
2.00
SM
9.50
Fine grained dark gray toblack hard basalt
Brownish medium to coarsegrained non plastic silty sand
mixed with kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
48.00
75.33
97.33
92.00
100.0
-
-
21.50
57.00
97.33
65.00
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 322.306DEPTH OF BORING : 8.00 mt. BGLWATER TABLE : @ 0.90 mt. BGL
115
DATE : 30-07-15 TO 01-08-15
CHAINAGE : At Ch.: 17/000- EW Off set 20.50 mt. (R)
CO ORDINATES : Easting : 292745.025 Northing : 2335854.695
1.20
0.80
6.00
filled up materialDS
SPT
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
0.00
1.50
2.00
3.00
4.50
6.00
8.00
-
>100
-
-
-
-
-
-
REF
-
-
-
-
-Bore terminated
water [email protected] mt.1.20
2.00
8.00
Fine grained dark gray toblack hard basalt
Grayish weathered material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-20.83
80.00
82.66
96.00
90.00
-
-Nil
80.00
62.66
33.00
90.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 320.292DEPTH OF BORING : 8.00 mt. BGLWATER TABLE : @ 1.00 mt. BGL
116
DATE : 30-07-15 TO 31-07-15
CHAINAGE : At Ch.: 17/100- EW Off set 19.50 mt. (R)
CO ORDINATES : Easting : 292653.826 Northing :2335813.673
1.20
0.60
6.20
filled up materialDS
UDSCore
Core
Core
Core
Core
1
11
2
3
4
5
0.00
1.501.80
3.00
4.50
6.00
8.00
-
--
-
-
-
-
-
--
-
-
-
-Bore terminated
water [email protected] mt.1.20
1.80
8.00
Fine grained dark gray toblack hard basalt
Brownish medium to coarsegrained non plastic silty sand
mixed with kankkars.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
5.33
9.33
6.00
14.00
100.0
93.33
95.00
100.0
-
Nil
Nil
Nil
Nil
91.33
93.33
95.00
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 318.735DEPTH OF BORING : 12.50 mt. BGLWATER TABLE : @ 1.60 mt. BGL
117
DATE : 01-08-15 TO 03-08-15
CHAINAGE : At Ch.: 17/211- EW Off set 20.00 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
4.50
6.50
Filled up materialDS
Core
Core
Core
Core
Core
Core
Core
Core
1
1
2
3
4
5
6
7
8
0.00
1.50
3.00
4.50
6.00
7.50
9.00
10.50
12.50
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-Bore terminated
1.20
12.50
Grayish medium grainedweathered basalt
6.00
Fine grained dark gray toblack hard basalt
water [email protected] mt.
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
10.00
9.33
11.33
12.00
14.00
94.0086.66
88.00
98.00
-
-
Nil
Nil
Nil
Nil
Nil
82.0054.66
60.66
80.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 317.823DEPTH OF BORING : 13.50 mt. BGLWATER TABLE : @ 3.10 mt. BGL
118
DATE : 05-08-15 TO 07-08-15
CHAINAGE : At Ch.: 17/295- EW Off set 17.00 mt. (R)
CO ORDINATES : Easting : 294261.061 Northing : 2336551.160
1.20
0.80
5.50
6.00
Filled up materialDS
SPT
Core
Core
Core
Core
Core
CoreCore
Core
Core
1
1
1
2
3
4
5
67
8
9
0.00
1.50
2.00
3.00
4.50
6.00
7.50
8.509.00
10.50
13.50
-
>100
-
-
-
-
-
--
-
-
-
REF
-
-
-
-
-
--
-
-Bore terminated
water [email protected] mt.
1.20
2.00
13.50
Finded grained coarsegrayish weathered basalt
Brownish silty clay withsand
7.50
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
23.00
81.33
96.66
94.66
100.0
-
-
Nil
40.00
86.66
94.66
100.0
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 317.546DEPTH OF BORING : 8.50 mt. BGLWATER TABLE : @ 5.70 mt. BGL
119
DATE : 30-07-15 TO 30-07-15
CHAINAGE : At Ch.: 17/400- EW Off set 23.60 mt. (R)
CO ORDINATES : Easting : 294170.611 Northing : 2336508.513
1.20
0.80
6.50
Filled up materialDS
SPT
Core
Core
Core
Core
Core
1
1
1
2
3
4
5
0.00
1.50
2.00
3.00
4.50
6.00
8.50
-
>100
-
-
-
-
-
-
REF
-
-
-
-
-Bore terminated
water [email protected] mt.
1.20
2.00
Fine grained dark gray toblack hard basalt
Grayish brown weatheredmaterial
8.50
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/1
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
-50.00
16.50
26.00
24.60
24.00
91.00
93.00
100.00
77.33
-
-
-36.66
Nil
Nil
Nil
Nil
82.00
93.00
90.00
31.33
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 315.99DEPTH OF BORING : 15.50 mt. BGLWATER TABLE : @ 4.50 mt. BGL
120
DATE : 30-07-15 TO 31-07-15
CHAINAGE : At Ch.: 17/500- EW Off set 16.50 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
1.81
1.49
3.00
2.50
5.00
DS
SPT
SPTCore
Core
Core
Core
Core
Core
Core
Core
Core
1
1
21
2
3
4
5
6
7
8
9
0.00
1.50
3.003.01
4.50
6.00
7.50
9.00
10.00
11.00
12.00
15.00
-
>100
>100-
-
-
-
-
-
-
-
-
-
-
REF
REF-
-
-
-
-
-
-
-
-
-
Bore terminated
water [email protected] mt.
1.20
4.50
15.00
Fine grained dark gray toblack weathred basalt
Grayish weathered material
3.01
7.50
10.00
Fine grained dark gray toblack hard basalt
Green coloured fine grainedmod weathred semi siliceousmay be intertrappean green
bole bed
Fine grained brownish, darkgray to black weathred tohard jointed and fracture
basalt
Filled up material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 315.49DEPTH OF BORING : 17.00 mt. BGLWATER TABLE : @ 3.00 mt. BGL
121
DATE : 31-07-15 TO 02-08-15
CHAINAGE : At Ch.: 17/600- EW Off set 16.50 mt. (R)
CO ORDINATES : Easting : 292220.337 Northing : 2335566.309
1.20
1.30
3.50
3.00
1.50
1.50
3.00
Filled up material
1.20
6.00
12.00
Grayish rock crused rockgranular material
2.50
Green coloured fine grainedmod weathred semi siliceousmay be intertrappean green
bole bed
water [email protected] mt.
9.00
15.00
Fine grained dark gray toblack hard basalt
Fine grained dark gray toblack hard basalt
Medium to Fine grained darkgray brown weathred basalt
-
-
64.00
38.00
58.00
18.00
8.00
10.00
12.00
92.66
81.38
100.0
-
-
38.00
Nil
30.00
Nil
Nil
Nil
Nil
76.66
54.67
100.0
DS
DS
Core
Core
Core
Core
Core
Core
Core
Core
Core
Core
1
2
1
2
2
3
4
5
6
7
8
9
0.00
1.50
2.50
3.00
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
10.50
Medium to Fine grained darkgray brown weathred
fractured basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
99.00 74.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
121METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 315.49DEPTH OF BORING : 17.00 mt. BGLWATER TABLE : @ 3.00 mt. BGL DATE : 31-07-15 TO 02-08-15
CHAINAGE : At Ch.: 17/600- EW
CO ORDINATES : Easting : 292220.337 Northing : 2335566.309
16
18
20
22
24
26
28
30
Core 1017.00 - -
2.00
Bore terminated17.00
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 315.87DEPTH OF BORING : 17.00 mt. BGLWATER TABLE : @ 3.00 mt. BGL
122
DATE : 02-08-15 TO 03-08-15
CHAINAGE : At Ch.: 17/700- EW Off set 16.60 mt. (R)
CO ORDINATES : Easting : --292135.687 Northing : -2335513.071
1.20
1.83
1.47
4.50
3.00
3.00
Filled up material
1.20
4.50
12.00
Grayish weathered material
3.03
light green fine grainedmoderatly weathered semi
siliceous clay may beintertrappean green bole bed
water [email protected] mt.
9.00
15.00
Fine grained dark gray toblack hard basalt
Fine grained dark gray toblack hard basalt
Fine grained dark gray toblack weathered basalt
-
-
-17.68
18.66
24.00
16.66
11.33
42.66
89.33
100.0
100.0
-
-
-Nil
Nil
Nil
Nil
Nil
Nil
87.33
100.0
73.33
DS
SPT
SPTCore
Core
Core
Core
Core
Core
Core
Core
Core
1
1
21
2
3
4
5
6
7
8
9
0.00
1.50
3.003.10
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
-
>100
>100-
-
-
-
-
-
-
-
-
-
REF
REF-
-
-
-
-
-
-
-
-
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
100.0 76.00
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
122METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 315.87DEPTH OF BORING : 17.00 mt. BGLWATER TABLE : @ 3.00 mt. BGL DATE : 02-08-15 TO 03-08-15
CHAINAGE : At Ch.: 17/700- EW
CO ORDINATES : EEasting : --292135.687 Northing : -2335513.071
: --
16
18
20
22
24
26
28
30
Core 1017.00 - -
2.00
Bore terminated17.00
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
28.00
10.66
18.00
8.00
Nil
-23.07
40.00
93.00
99.00
96.66
-
-
Nil
Nil
Nil
Nil
Nil
-Nil
10.00
54.00
46.00
44.33
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 315.756DEPTH OF BORING : 16.50 mt. BGLWATER TABLE : @ 3.10 mt. BGL
123
DATE : 30-07-15 TO 03-08-15
CHAINAGE : At Ch.: 17/800- EW Off set 17.30 mt. (R)
CO ORDINATES : Easting : 292051.036 Northing : 2335459.832
1.20
0.60
5.70
1.70
2.30
3.50
15.00
DS
SPT
Core
Core
Core
Core
Core
SPTCore
Core
Core
Core
Core
1
1
1
2
3
4
5
26
6
7
8
9
0.00
1.50
2.00
3.00
4.50
6.00
7.50
9.009.20
10.50
11.50
12.50
13.50
-
>100
-
-
-
-
-
>100-
-
-
-
-
-
REF
-
-
-
-
-
REF-
-
-
-
-
water [email protected] mt.
1.20
1.80
11.50
Fine grained dark grayishhard basalt with joint and
minor fracture
Fine to med grained modweathred basalt
Gray brown highly weathredrock
7.50
9.20
Fine grained dark grayishhard basalt with joint and
minor fracture
Fine grained dark grayishhard basalt with joint and
minor fracture
Filled up material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
72.00 43.33
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
123METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 315.756DEPTH OF BORING : 16.50 mt. BGLWATER TABLE : @ 3.10 mt. BGL DATE : 30-07-15 TO 03-08-15
CHAINAGE : At Ch.: 17/800- EW
CO ORDINATES : Easting : 292051.036 Northing : 2335459.832
16
18
20
22
24
26
28
30
Core 1016.50 - -
1.50
Bore terminated
16.50
Fine grained dark grayishhard basalt with joint and
minor fracture
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-11.42
9.33
17.33
18.00
13.33
Nil
-19.31
42.00
86.66
-
-Nil
Nil
Nil
Nil
Nil
Nil
-Nil
10.65
61.33
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 317.04DEPTH OF BORING : 16.50 mt. BGLWATER TABLE : @ 3.60 mt. BGL
124
DATE : 23-07-15 TO 25-07-15
CHAINAGE : At Ch.: 17/900- EW Off set 6.60 mt. (R)
CO ORDINATES : Easting : 291966.386 Northing : 2335406.593
1.20
0.40
7.40
1.55
4.45
15.00
DS
SPTCore
Core
Core
Core
Core
Core
SPTCore
Core
Core
1
11
2
3
4
5
6
27
8
9
0.00
1.501.60
3.00
4.50
6.00
7.00
9.00
10.5010.55
12.00
13.50
-
>100-
-
-
-
-
-
>100-
-
-
-
REF-
-
-
-
-
-
REF-
-
-
water [email protected] mt.
1.20
1.60
10.55
Fine grained dark gray toblack moderatly weathered
basalt
Gray brown weatheredmaterial
9.00
Grayish weathered material
Fine grained dark gray toblack hard basalt
Bitumen and cementconcrete road material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
100.0 59.33
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
124METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL : 317.04DEPTH OF BORING : 16.50 mt. BGLWATER TABLE : @ 3.60 mt. BGL DATE : 23-07-15 TO 25-07-15
CHAINAGE : At Ch.: 17/900- EW
CO ORDINATES : Easting : 291966.386 Northing : 2335406.593
16
18
20
22
24
26
28
30
Core 1016.50 - -
1.50
Bore terminated
16.50
Fine grained dark gray toblack hard basalt
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
1
3
5
7
9
11
13
15
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 1/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
-
-
70.0036.00
38.66
58.66
4.33
Nil
-
-17.04
80.00
98.00
-
-
Nil22.00
19.33
36.66
Nil
Nil
-
-Nil
43.33
17.33
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL :DEPTH OF BORING : 18.50 mt. BGLWATER TABLE : @ 3.80 mt. BGL
125
DATE : 15-07-15 TO 18-07-15
CHAINAGE : At Ch.: 17/992- EW Off set 9.30 mt. (R)
CO ORDINATES : Easting : -- Northing : --
1.20
1.60
6.20
3.15
2.85
15.00
9.00
DS
SPT
CoreCore
Core
Core
Core
Core
SPT
SPTCore
Core
Core
1
1
12
3
4
5
6
2
37
8
9
0.00
1.50
2.803.00
4.50
6.00
7.50
9.00
10.50
12.0012.15
13.50
15.00
-
>100
--
-
-
-
-
-
--
-
-
-
REF
--
-
-
-
-
-
--
-
-
water [email protected] mt.
1.20
Gray brown highlyweathered material
2.80
Fine grained dark gray toblack hard volcanic basalt
12.15
Light green fine grainedmoderatly weathered semi
siliceous clay may beintertrappean green bole bed
Fine grained dark gray toblack hard volcanic basalt
with joint and minor fracture
Bitumen road material
RECORD OF BORINGNAME OF PROJECT : Detailed Geotechnical Investigation for Alignment of Nagpur Metro Rail System in Nagpur.LOCATION : East – West Corridor.
Dep
th(m
eter
)
N value/30cms.
SPT VALUES
N1, N2 , N3 N
SAMPLE
TYPE NO.DEPTH(m)
Leg
end
STRATA
Thi
ckne
ss(m
)Soil
Cla
ssif
icat
ion
DESCRIPTION OF STRATA
DEPTH(m)
Page : 2/2
20 40 60 80 100
ROCK
CR(%)
RQD(%)
100.0
95.00
100.0
Nil
H.O.: ANANDJIWALA TECHNICAL CONSULTANCY , AHMEDABAD. Tel : 079- 26762598, E mail : [email protected].: NAGPUR. Tel : 07104- 606600/01/02, E mail : [email protected], [email protected]
125METHOD OF BORING : ROTARY DRILINGBORE DIA : 150 mmRL :DEPTH OF BORING : 18.50 mt. BGLWATER TABLE : @ 3.80 mt. BGL DATE : 15-07-15 TO 18-07-15
CHAINAGE : At Ch.: 17/992- EW
CO ORDINATES : Easting : -- Northing : --
16
18
20
22
24
26
28
30
Core
Core
10
11
16.50
18.50
-
-
-
-
3.50
Bore terminated
Fine grained dark gray toblack hard volcanic basalt
with joint and minor fracture
18.50
