navi mumbai municipal corporation · wet density dry density gravel % sand % silt % clay % liquid %...
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Engineers, Architects, Planners & Graphic Designers C-401-410, Kukreja Center, Plot No.13, Sector - 11, C.B.D. Belapur, Navi Mumbai - 400 614 [: +91 022 27580192, Fax: 91-022-27572533 E-Mail: aakarabhinav@yahoo.co.uk
NAVI MUMBAI MUNICIPAL CORPORATION C.B.D. Belapur, Navi Mumbai.
CITY ENGINEER DEPARTMENT NMMC/CE/ ------/2018-19
ANNEXURE I
GEOTECHNICAL INVESTIGATION for
“DESIGN & CONSTRUCTION OF FOUR LANE FLYOVER AT
TURBHE STATION `ALONG THANE-BELAPUR ROAD,
NAVI MUMBAI.”
September- 2018
Submitted By
E-mail: aakarabhinav@yahoo.co.uk
R80
A9
A10
ps
SHOP
SHOPSHOP
SHANTI BAR
SADE
SHOP
SHOPSHOP
SHOP
SHOP
SHOPSHOP
SHOPAXIS BANK ATMSHOP
SHOPSHOP
SHOP
SHOP+ATMSHOP
SHOP
SHOPSHOP
SHOP
SHOP
SHOP
SHOP
HOTEL
SHOP
SHOP
GYM CENTER
SHOP
SHOP
SHOP
BUS-
STOP
BUS-
STOP
TOILETSBH-02
BH-01
BH-03
TO THANE
TO B
ELAP
UR
LEGEND:
BORE HOLE LOCATIONTURBHE STATION AREA
Borehole No
Drilling Method
Start
Date
End
Date
From To 15 30 45 60 N'
0.00 ∆ ∆ ∆ ∆
1.0m DS 1 0.50 1.50 -- -- -- -- -- -- --
1.50
2.0m SPT-1 1.50 1.95 18 22 38 -- 50 -- --
3.0m 3.00
SPT-2 3.00 3.30 31 52 -- -- R -- --
4.0m 3.55
5.0m4.60 SPT-3 4.50 4.60 52 -- -- -- R -- --
6.0m CR-1 4.60 6.00 -- -- -- -- -- 28 NIL
7.0mCR-2 6.00 7.50 -- -- -- -- -- 40 9
7.50
8.0m
CR-3 7.50 9.00 -- -- -- -- -- 53 44
9.0m
10mCR-3 9.00 10.50 -- -- -- -- -- 55 43
11m
CR-5 10.50 12.00 -- -- -- -- -- 65 60
12m
13mCR-6 12.00 13.50 -- -- -- -- -- 59 53
13.50
14m
CR-7 13.50 15.00 -- -- -- -- -- 92 82
15m
16mCR-8 15.00 16.50 -- -- -- -- -- 93 73
16.5 16.50
AC
HK
Calyx/100m
m
FU
S
CLA
Y
SA
ND
Co
mp
lete
ly t
o
Hig
hly
We
ath
ere
d R
ock
Hig
hly
to
Mo
de
rate
ly
We
ath
ere
d R
ock
Mo
de
rate
ly t
o
Sli
gh
tly
We
ath
ere
d R
ock
Sli
gh
tly
We
ath
ere
d t
o
Fre
sh R
ock
Towards Thane Side BH-01
1459
Rotary
08.09.2018
11.09.2018
Drilling Period
Chainage
Ground Water
Table (m)
Navi Mumbai Municipal Corporation
Concrete Road
Filled up Soil
ScaleSoil /
Core Log
4.60
Pri
nci
ple
so
il
typ
e
Drill Rig/Casing
Logged by
Checked by TCR
Bore
Hole
Depth
(m)
Sample
Type
RQD
Brownish,silty SAND
and gravels with
Residual SOIL
BORE HOLE LOG
Project Name Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
Location
Termination
Depth (m)
Strata DescriptionSample Depth (m)
RQD %
Job NoClient
BH
Total Core Recovery
NA
IS:1892-1979/IS:4453-1980/IS:4464-
1967
N'
Indian Standard
SPT 'N' Value
DS
FUS
brown to greyish
completely
Refusal/N' value>=50
Disturbed Sample
Filled Up Sample
TCR %
R
No of Blows/30 cm
penetration
Remarks
Standard Penetration
Test
Brownish to greyish,
Highly weathered,
Amygdaloidal
BASALT
Greyish, Slightly
weathered to Fresh
fine grained BASALT
Greyish, Moderately
weathered to slightly
weathered with
Fractured,
Amygdaloidal
BASALT
IS
Method
Bore Hole
Rock Quality
Designation
16.5
SPT
Borehole No
Drilling Method
Start
Date
End
Date
From To 15 30 45 60 N'
0.00 ∆ ∆ ∆ ∆ 0.00 0.45
1.0m DS 1 0.50 1.50 -- -- -- -- -- -- --
1.50
2.0m SPT-1 1.50 1.95 7 18 35 -- 53 -- --
3.0m
3.50 SPT-2 3.00 3.30 20 52 -- -- R -- --
4.0m
CR-1 3.50 4.50 -- -- -- -- -- 32 NIL
5.0m
CR-2 4.50 6.00 -- -- -- -- -- 36 28
6.0m 6.00
7.0mCR-2 6.00 7.50 -- -- -- -- -- 64 58
8.0m
CR-3 7.50 9.00 -- -- -- -- -- 51 47
9.0m
10mCR-3 9.00 10.50 -- -- -- -- -- 51 41
11m
CR-5 10.50 12.00 -- -- -- -- -- 73 70
12m 12.00
13mCR-6 12.00 13.50 -- -- -- -- -- 93 88
14m
CR-7 13.50 15.00 -- -- -- -- -- 97 87
15m 15.00
AC
HK
Calyx/100m
m
FU
S
CLA
Y
SA
ND
Co
mp
lete
ly t
o
Hig
hly
We
ath
ere
d R
ock
Hig
hly
to
Mo
de
rate
ly
We
ath
ere
d R
ock
Mo
de
rate
ly t
o
Sli
gh
tly
We
ath
ere
d R
ock
Sli
gh
tly
We
ath
ere
d t
o
Fre
sh R
ock
BORE HOLE LOG
Project Name Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
Location Central BH-02
Client Navi Mumbai Municipal Corporation Job No 1459
Chainage NA Rotary
Sample Depth (m)
Ground Water
Table (m)4.45
Drilling Period
03.09.2018
Termination
Depth (m)15.0 Method
IS:1892-1979/IS:4453-1980/IS:4464-
1967 07.09.2018
SPT 'N' ValueTCR % RQD % Remarks
Concrete Road
Scale
Bore
Hole
Depth
(m)
Soil /
Core LogStrata Description
Sample
Type
DS Disturbed Sample
Logged by BH Bore Hole IS Indian Standard R
Rock Quality
DesignationN'
No of Blows/30 cm
penetrationFUS
Refusal/N' value>=50
Checked by TCR Total Core Recovery SPTStandard Penetration
Test
Filled Up Sample
Pri
nci
ple
so
il
typ
e
Brownish,silty SAND
and gravels
Residual SOIL Filled
up Soil
Greyish, Highly
weathered,
Amygdaloidal
BASALT
Greyish, Slightly
weathered to Fresh
fine grained BASALT
Greyish, Moderately
weathered to slightly
weathered with
Fractured,
Amygdaloidal
BASALT
Drill Rig/Casing RQD
Borehole No
Drilling Method
Start
Date
End
Date
From To 15 30 45 60 N'
0.00 ∆ ∆ ∆ ∆ 0.00 0.45
1.0m DS 1 0.50 1.50 -- -- -- -- -- -- --
1.50
2.0m SPT-1 1.50 1.80 20 52 -- -- R -- --
3.0m 3.10
3.50SPT-2 3.00 3.10 52 -- -- -- R -- --
4.0m
CR-1 3.50 4.50 -- -- -- -- -- 22 NIL
5.0m
CR-2 4.50 6.00 -- -- -- -- -- 29 NIL
6.0m 6.00
7.0mCR-2 6.00 7.50 -- -- -- -- -- 45 27
8.0m
CR-3 7.50 9.00 -- -- -- -- -- 53 44
9.0m
10mCR-3 9.00 10.50 -- -- -- -- -- 55 47
11m
CR-5 10.50 12.00 -- -- -- -- -- 60 47
12m 12.00
13mCR-6 12.00 13.50 -- -- -- -- -- 81 58
14m
CR-7 13.50 15.00 -- -- -- -- -- 98 85
15m 15.00
AC
HK
Calyx/100m
m
FU
S
CLA
Y
SA
ND
Co
mp
lete
ly t
o
Hig
hly
We
ath
ere
d R
ock
Hig
hly
to
Mo
de
rate
ly
We
ath
ere
d R
ock
Mo
de
rate
ly t
o
Sli
gh
tly
We
ath
ere
d R
ock
Sli
gh
tly
We
ath
ere
d t
o
Fre
sh R
ock
BORE HOLE LOG
Project Name Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
Location Towards Belapur side BH-03
Client Navi Mumbai Municipal Corporation Job No 1459
Chainage NA Rotary
Sample Depth (m)
Ground Water
Table (m)4.9
Drilling Period
07.09.2018
Termination
Depth (m)15.0 Method
IS:1892-1979/IS:4453-1980/IS:4464-
1967 10.09.2018
SPT 'N' ValueTCR % RQD % Remarks
Concrete Road
Scale
Bore
Hole
Depth
(m)
Soil /
Core LogStrata Description
Sample
Type
Greyish, Highly
weathered,
Amygdaloidal
BASALT
Greyish, Moderately
weathered to slightly
weathered with
Fractured,
Amygdaloidal
BASALT
Greyish, Slightly
weathered to Fresh
fine grained BASALT
Logged by BH Refusal/N' value>=50
Checked by TCR Total Core Recovery SPTStandard Penetration
TestDisturbed Sample
R
Drill Rig/Casing RQDRock Quality
DesignationN'
No of Blows/30 cm
penetrationFUS Filled Up Sample
Pri
nci
ple
so
il
typ
e
Brown completely
weathered ROCK
Brownish,silty SAND
and gravels
Residual SOIL Filled
up Soil
DS
Bore Hole IS Indian Standard
Towards Thane Side
We
t D
en
sity
Dry
De
nsi
ty
Gra
ve
l %
Sa
nd
%
Silt
%
Cla
y %
Liq
uid
%
Pla
stic
%
Pla
stic
ity
In
de
x, I
p %
Ty
pe
Co
he
sio
n C
u k
g/c
m2
De
gre
e φ
Pe
ne
tra
tio
n a
t 2
.5
mm
in
%
Pe
ne
tra
tio
n a
t
5 m
m in
%
Pe
ne
tra
tio
n a
t
2.5
mm
in
%
Pe
ne
tra
tio
n a
t
5 m
m in
%
BH-01 0.50 -1.50 DS 1 ----- ----- ----- GM 45 44 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.65
BH-01 1.50 - 1.95 SPT 1 ----- ----- ----- SM 36 41 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.63
BH-01 3.00 - 3.30 SPT 2 ----- ----- ----- SM 26 52 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.65
BH-01 4.50 - 4.60 SPT 3 ----- ----- ----- SM 16 68 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.65
CHEM : Tuu : Triaxial Test ( Unconsolidated Undrained ) SP : Swelling Pressure or Swelling Potential Testφ :
Angle of Internal Friction
COMP : Tcu : Triaxial Test ( Consolidated Undrained ) SPT : Standard Penetration Test SampleCu :
Undrained Cohesion
DS : Tcd : Triaxial Test ( Consolidated Drained )UDS : Undisturbed Soil Sample φ' :
Effective Angle of Internal Friction
K : NP : Non Plastic VL : Laboratory Vane Shear TestCu' :
Effective Cohesion
FSI : SL : Shrikage Limit Test UC : Unconfined Compression Test-----> : Combined Silt + Clay
Sp
eci
fic
Gra
vit
y
11
23
22
16
Lab.CBR Test
Unsoaked
Location :
Mechanical Analysis
Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.Project :
Navi Mumbai Municipal Corporation
Re
ma
rks
DATE:
1459Job. No. :
Free Swell Test
Direct Shear
AAKAR ABHINAV CONSULTANTS PVT. LTD.
Permeability Test
Lab.CBR Test
SoakedShear Test
18.09.2018
Consistency Limits
Client :
Compaction Test
De
pth
(
m)
Chemical Analysis
Sa
mp
le T
yp
e
SOIL TEST DATA SHEET
Sh
rin
ka
ge
Lim
it %
Bo
re H
ole
No
.
Na
tura
l Mo
istu
re C
on
ten
t %
So
il C
lass
ific
ati
on
(I.
S)
Remoulded
Density
gm/ cm3
Particle
% % % % mm mm mm
BH-01 0.50 -1.50 GM 45 44 ----- ----- ----- ----- ----- ----- ----- ----- DS 1
BH-01 1.50 - 1.95 SM 36 41 ----- ----- ----- ----- ----- ----- ----- ----- SPT 1
BH-01 3.00 - 3.30 SM 26 52 ----- ----- ----- ----- ----- ----- ----- ----- SPT 2
BH-01 4.50 - 4.60 SM 16 68 ----- ----- ----- ----- ----- ----- ----- ----- SPT 3
Sand
Coeff. Of
Curvature
Cc
D302/(D60*D
10)
Bore Hole
No.
Pla
stic
ity
In
de
x, I
p
GR
AIN
SIZ
E D
IST
RIB
UT
ION
CU
RV
E
Depth
(m)
Ge
ote
chn
ical In
ve
stiga
tion
for C
on
structio
n o
f fou
r lan
e F
lyo
ve
r ne
ar T
urb
he
Ra
ilwa
y S
tatio
n o
n T
ha
ne
-
Be
lap
ur R
oa
d.
Silt
To
wa
rds T
ha
ne
Sid
e
Re
ma
rks
Liq
uid
Lim
it, W
l
SymbolJob
No
. :1
45
9
Classifi-
-cation
( IS )
Gravel Clay
AA
KA
R A
BH
INA
V C
ON
SU
LTA
NT
S P
VT
. LTD
.
Size(mm)
Loca
tion
:
Pro
ject :
11
23
22
16
Φ1
0%
Φ6
0% Coeff. of
Uniformity,
Cu = D60 /
D10
Φ3
0%
Pla
stic
Lim
it,
Wp
0
10
20
30
40
50
60
70
80
90
100
0.00010.0010.010.1110100
PE
RC
EN
TA
GE
FIN
ER
TH
AN
PARTICLE SIZE ( mm )
GRAVEL
FC
SAND
C M FSILT CLAY
80.0 20.0 4.75 2.00 0.425 75x10-3 2x10-3
Central
We
t D
en
sity
Dry
De
nsi
ty
Gra
ve
l %
Sa
nd
%
Silt
%
Cla
y %
Liq
uid
%
Pla
stic
%
Pla
stic
ity
In
de
x, I
p %
Ty
pe
Co
he
sio
n C
u k
g/c
m2
De
gre
e φ
Pe
ne
tra
tio
n a
t 2
.5
mm
in
%
Pe
ne
tra
tio
n a
t
5 m
m in
%
Pe
ne
tra
tio
n a
t
2.5
mm
in
%
Pe
ne
tra
tio
n a
t
5 m
m in
%
BH-02 0.50 - 1.50 DS 1 ----- ----- ----- SM 27 52 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.65
BH-02 1.50 - 1.95 SPT 1 ----- ----- ----- SC 20 52 16 12 35 20 15 ----- ----- ----- ----- ----- ----- ----- ----- 2.64
BH-02 3.00 - 3.30 SPT 2 ----- ----- ----- GP 76 22 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.67
CHEM : Tuu : Triaxial Test ( Unconsolidated Undrained ) SP : Swelling Pressure or Swelling Potential Testφ :
Angle of Internal Friction
COMP : Tcu : Triaxial Test ( Consolidated Undrained ) SPT : Standard Penetration Test SampleCu :
Undrained Cohesion
DS : Tcd : Triaxial Test ( Consolidated Drained )UDS : Undisturbed Soil Sample φ' :
Effective Angle of Internal Friction
K : NP : Non Plastic VL : Laboratory Vane Shear TestCu' :
Effective Cohesion
FSI : SL : Shrikage Limit Test UC : Unconfined Compression Test-----> : Combined Silt + Clay
Client : Navi Mumbai Municipal Corporation
Re
ma
rks
DATE:
Sp
eci
fic
Gra
vit
y
Sh
rin
ka
ge
Lim
it %
Bo
re H
ole
No
.
Na
tura
l Mo
istu
re C
on
ten
t %
So
il C
lass
ific
ati
on
(I.
S)
Chemical Analysis
Remoulded
Density
gm/ cm3
Sa
mp
le T
yp
e
SOIL TEST DATA SHEET
Lab.CBR Test
SoakedShear Test
18.09.2018
Consistency Limits
1459Job. No. :
Free Swell Test
Direct Shear
AAKAR ABHINAV CONSULTANTS PVT. LTD.
Permeability Test
Compaction Test
De
pth
(
m)
21
2
Lab.CBR Test
Unsoaked
Location :
Mechanical Analysis
Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.Project :
Particle
% % % % mm mm mm
BH-02 0.50 - 1.50 SM 27 52 ----- ----- ----- ----- ----- ----- ----- ----- DS 1
BH-02 1.50 - 1.95 SC 20 52 16 12 ----- ----- ----- ----- ----- 35 20 15 SPT 1
BH-02 3.00 - 3.30 GP 76 22 2.0 5.7 11.5 5.75 1.41 ----- ----- ----- SPT 2
Sand
Φ1
0%
Φ6
0%
21
2
AA
KA
R A
BH
INA
V C
ON
SU
LTA
NT
S P
VT
. LTD
.
Size(mm)
Loca
tion
:
Pro
ject :
Ce
ntra
l
Re
ma
rks
Liq
uid
Lim
it, W
l
SymbolJob
No
. :1
45
9
Coeff. Of
Curvature
Cc
D302/(D60*D
10)
Bore Hole
No.
Pla
stic
ity
In
de
x, I
p
GR
AIN
SIZ
E D
IST
RIB
UT
ION
CU
RV
E
Φ3
0%
Pla
stic
Lim
it,
Wp
Depth
(m)
Ge
ote
chn
ical In
ve
stiga
tion
for C
on
structio
n o
f fou
r lan
e F
lyo
ve
r ne
ar T
urb
he
Ra
ilwa
y S
tatio
n o
n T
ha
ne
-
Be
lap
ur R
oa
d.
Silt Classifi-
-cation
( IS )
Gravel Clay Coeff. of
Uniformity,
Cu = D60 /
D10
0
10
20
30
40
50
60
70
80
90
100
0.00010.0010.010.1110100
PE
RC
EN
TA
GE
FIN
ER
TH
AN
PARTICLE SIZE ( mm )
GRAVEL
FC
SAND
C M FSILT CLAY
80.0 20.0 4.75 2.00 0.425 75x10-3 2x10-3
Towards Belapur side
We
t D
en
sity
Dry
De
nsi
ty
Gra
ve
l %
Sa
nd
%
Silt
%
Cla
y %
Liq
uid
%
Pla
stic
%
Pla
stic
ity
In
de
x, I
p %
Ty
pe
Co
he
sio
n C
u k
g/c
m2
De
gre
e φ
Pe
ne
tra
tio
n a
t 2
.5
mm
in
%
Pe
ne
tra
tio
n a
t
5 m
m in
%
Pe
ne
tra
tio
n a
t
2.5
mm
in
%
Pe
ne
tra
tio
n a
t
5 m
m in
%
BH-03 0.50 - 1.50 DS 1 ----- ----- ----- SM 22 55 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.64
BH-03 1.50 - 1.80 SPT 1 ----- ----- ----- SM 5 81 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.66
BH-03 3.00 - 3.10 SPT 2 ----- ----- ----- SM 12 70 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2.66
CHEM : Tuu : Triaxial Test ( Unconsolidated Undrained ) SP : Swelling Pressure or Swelling Potential Testφ :
Angle of Internal Friction
COMP : Tcu : Triaxial Test ( Consolidated Undrained ) SPT : Standard Penetration Test SampleCu :
Undrained Cohesion
DS : Tcd : Triaxial Test ( Consolidated Drained )UDS : Undisturbed Soil Sample φ' :
Effective Angle of Internal Friction
K : NP : Non Plastic VL : Laboratory Vane Shear TestCu' :
Effective Cohesion
FSI : SL : Shrikage Limit Test UC : Unconfined Compression Test-----> : Combined Silt + Clay
Client : Navi Mumbai Municipal Corporation
Re
ma
rks
DATE:
Sp
eci
fic
Gra
vit
y
Sh
rin
ka
ge
Lim
it %
Bo
re H
ole
No
.
Na
tura
l Mo
istu
re C
on
ten
t %
So
il C
lass
ific
ati
on
(I.
S)
De
pth
(
m)
Chemical Analysis
Remoulded
Density
gm/ cm3
Sa
mp
le T
yp
e
SOIL TEST DATA SHEET
Lab.CBR Test
SoakedShear Test
18.09.2018
Consistency Limits
1459Job. No. :
Free Swell Test
Direct Shear
AAKAR ABHINAV CONSULTANTS PVT. LTD.
Permeability Test
Compaction Test
Project :
23
14
18
Lab.CBR Test
Unsoaked
Location :
Mechanical Analysis
Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
Particle
% % % % mm mm mm
BH-03 0.50 - 1.50 SM 22 55 ----- ----- ----- ----- ----- ----- ----- ----- DS 1
BH-03 1.50 - 1.80 SM 5 81 ----- ----- ----- ----- ----- ----- ----- ----- SPT 1
BH-03 3.00 - 3.10 SM 12 70 ----- ----- ----- ----- ----- ----- ----- ----- SPT 2
Sand
Φ1
0%
Φ6
0%
23
14
18
AA
KA
R A
BH
INA
V C
ON
SU
LTA
NT
S P
VT
. LTD
.
Size(mm)
Loca
tion
:
Pro
ject :
To
wa
rds B
ela
pu
r side
Re
ma
rks
Liq
uid
Lim
it, W
l
SymbolJob
No
. :1
45
9
Coeff. Of
Curvature
Cc
D302/(D60*D
10)
Bore Hole
No.
Pla
stic
ity
In
de
x, I
p
GR
AIN
SIZ
E D
IST
RIB
UT
ION
CU
RV
E
Coeff. of
Uniformity,
Cu = D60 /
D10
Φ3
0%
Pla
stic
Lim
it,
Wp
Depth
(m)
Ge
ote
chn
ical In
ve
stiga
tion
for C
on
structio
n o
f fou
r lan
e F
lyo
ve
r ne
ar T
urb
he
Ra
ilwa
y S
tatio
n o
n T
ha
ne
-
Be
lap
ur R
oa
d.
Silt Classifi-
-cation
( IS )
Gravel Clay
0
10
20
30
40
50
60
70
80
90
100
0.00010.0010.010.1110100
PE
RC
EN
TA
GE
FIN
ER
TH
AN
PARTICLE SIZE ( mm )
GRAVEL
FC
SAND
C M FSILT CLAY
80.0 20.0 4.75 2.00 0.425 75x10-3 2x10-3
Location: Towards Thane Side
Dia
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ter,
He
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t,
Th
ick
ne
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Fa
ilu
re L
oa
d
Un
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Co
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Str
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gth
Po
int
Lo
ad
In
de
x
Bra
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an
Te
st
Po
rosi
ty
Wa
ter
Ab
sorp
tio
n
Dry
De
nsi
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Bu
lk D
en
sity
cm cm cm kN
kg
/cm
2
kg
/cm
2
kg
/cm
2
% %
gm
/cm
3
gm
/cm
3
1 BH-01 8 4.60 - 6.00 5.43 5.48 ----- 1.0 0.8 Soaked 1.00 ----- 3.53 ----- 5.66 2.29 2.47 2.53 2.74
2 BH-01 15 6.00 - 7.50 5.44 10.56 ----- 1.9 1.0 Soaked 51.7 225 ----- ----- 4.07 1.63 2.49 2.53 2.75
3 BH-01 22 7.50 - 9.00 5.45 10.58 ----- 1.9 1.0 Soaked 58.8 255 ----- ----- 4.05 1.58 2.56 2.60 2.77
4 BH-01 29 10.50 - 12.00 5.43 10.53 ----- 1.9 1.0 Soaked 142.0 621 ----- ----- 4.10 1.52 2.69 2.73 2.79
5 BH-01 38 12.00 - 13.50 5.45 10.62 ----- 1.9 1.0 Soaked 158.0 687 ----- ----- 3.23 1.19 2.71 2.74 2.82
6 BH-01 40 13.50 - 15.00 5.45 10.59 ----- 1.9 1.0 Soaked 147.7 641 ----- ----- 2.43 0.89 2.73 2.75 2.87
7 BH-01 48 15.00 - 16.50 5.45 10.55 ----- 1.9 1.0 Soaked 154.0 668 ----- ----- 1.22 0.44 2.75 2.77 2.89
Re
ma
rks
AAKAR ABHINAV CONSULTANTS PVT. LTD. JOB NO. : 1459
Sr.
No.
Bore
Hole
No.
Core
No.
Depth, (RL)
m
Navi Mumbai Municipal Corporation
H :
D
(1:H
/D
)
Co
rre
ctio
n F
act
or
TEST RESULTS OF ROCK CORES
Project : Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
Client:
DATE : 18.09.2018
Co
nd
itio
n o
f T
est
Sp
eci
fic
Gra
vit
y
Location: Central
Dia
me
ter,
He
igh
t,
Th
ick
ne
ss
Fa
ilu
re L
oa
d
Un
iax
ial
Co
mp
ress
ive
Str
en
gth
Po
int
Lo
ad
In
de
x
Bra
zili
an
Te
st
Po
rosi
ty
Wa
ter
Ab
sorp
tio
n
Dry
De
nsi
ty
Bu
lk D
en
sity
cm cm cm kN
kg
/cm
2
kg
/cm
2
kg
/cm
2
% %
gm
/cm
3
gm
/cm
3
1 BH-02 1 3.50 - 4.50 5.43 5.50 ----- 1.0 0.8 Soaked 2.00 ----- 7.07 ----- 5.61 2.33 2.41 2.47 2.73
2 BH-02 4 4.50 - 6.00 5.45 10.54 ----- 1.9 1.0 Soaked 64.50 280 ----- ----- 4.47 1.68 2.67 2.71 2.77
3 BH-02 8 B 6.00 - 7.50 5.45 10.45 ----- 1.9 1.0 Soaked 111.8 484 ----- ----- 6.15 2.28 2.70 2.76 2.80
4 BH-02 11 7.50 - 9.00 5.45 10.48 ----- 1.9 1.0 Soaked 147.6 639 ----- ----- 3.68 1.36 2.72 2.75 2.82
5 BH-02 15 9.00 - 10.50 5.45 10.54 ----- 1.9 1.0 Soaked 170.6 740 ----- ----- 3.66 1.34 2.73 2.77 2.83
6 BH-02 19 10.50 - 12.00 5.45 10.57 ----- 1.9 1.0 Soaked 149.4 648 ----- ----- 3.24 1.18 2.74 2.77 2.85
7 BH-02 24 12.00 - 13.50 5.45 10.62 ----- 1.9 1.0 Soaked 148.6 646 ----- ----- 3.23 1.17 2.75 2.78 2.87
8 BH-02 30 13.50 - 15.00 5.45 10.68 ----- 2.0 1.0 Soaked 157.3 684 ----- ----- 2.41 0.87 2.77 2.79 2.89
AAKAR ABHINAV CONSULTANTS PVT. LTD. JOB NO. : 1459
Sr.
No.
Bore
Hole
No.
Core
No.
Depth, (RL)
m H :
D
(1:H
/D
)
Co
rre
ctio
n F
act
or
Co
nd
itio
n o
f T
est
Sp
eci
fic
Gra
vit
y
TEST RESULTS OF ROCK CORES
Project : Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
Client: Navi Mumbai Municipal Corporation
DATE : 18.09.2018
Re
ma
rks
Location: Towards Belapur side
Dia
me
ter,
He
igh
t,
Th
ick
ne
ss
Fa
ilu
re L
oa
d
Un
iax
ial
Co
mp
ress
ive
Str
en
gth
Po
int
Lo
ad
In
de
x
Bra
zili
an
Te
st
Po
rosi
ty
Wa
ter
Ab
sorp
tio
n
Dry
De
nsi
ty
Bu
lk D
en
sity
cm cm cm kN
kg
/cm
2
kg
/cm
2
kg
/cm
2
% %
gm
/cm
3
gm
/cm
3
1 BH-03 1 3.50 - 4.50 5.39 6.05 ----- 1.1 0.9 Soaked 1.00 ----- 3.57 ----- 7.67 3.21 2.39 2.46 2.73
2 BH-03 8 4.50 - 6.00 5.42 6.40 ----- 1.2 0.9 Soaked 1.50 ----- 5.32 ----- 9.76 3.95 2.47 2.57 2.77
3 BH-03 14 6.00 - 7.50 5.43 10.35 ----- 1.9 1.0 Soaked 95.0 414 ----- ----- 3.75 1.38 2.72 2.76 2.79
4 BH-03 20 7.50 - 9.00 5.41 10.51 ----- 1.9 1.0 Soaked 114.0 502 ----- ----- 3.72 1.37 2.72 2.76 2.80
5 BH-03 25 9.00 - 10.50 5.41 10.48 ----- 1.9 1.0 Soaked 121.0 533 ----- ----- 3.74 1.36 2.74 2.78 2.83
6 BH-03 32 10.50 - 12.00 5.46 10.41 ----- 1.9 1.0 Soaked 148.4 639 ----- ----- 3.08 1.12 2.75 2.78 2.84
7 BH-03 40 12.00 - 13.50 5.44 10.55 ----- 1.9 1.0 Soaked 168.4 734 ----- ----- 3.34 1.21 2.77 2.80 2.87
8 BH-03 52 13.50 - 15.00 5.44 10.46 ----- 1.9 1.0 Soaked 183.8 799 ----- ----- 2.88 1.02 2.82 2.85 2.90
Sp
eci
fic
Gra
vit
y
TEST RESULTS OF ROCK CORES
Project : Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
Client: Navi Mumbai Municipal Corporation
DATE : 18.09.2018
Re
ma
rks
AAKAR ABHINAV CONSULTANTS PVT. LTD. JOB NO. : 1459
Sr.
No.
Bore
Hole
No.
Core
No.
Depth, (RL)
m H :
D
(1:H
/D
)
Co
rre
ctio
n F
act
or
Co
nd
itio
n o
f T
est
SITE :
LOCATION: -------------- Date: 20.09.2018
Sr. No.Bore Hole
No.Depth in m. Type of Sample
pH
Electrometrically
Sulphate as SO3
(%)Chloride as Cl (%) Remark
1 BH-01 1.50 - 2.10 SPT 1 7.47 0.041 0.168
2 BH-02 3.00 - 3.45 SPT 2 1.68 0.052 0.172
3 BH-03 1.50 - 1.95 SPT 1 1.89 0.057 0.184
AAKAR ABHINAV CONSULTANTS PVT. LTD.
CHEMICAL TEST RESULT OF SOIL SAMPLES.
Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
JOB NO. : 1459
SITE :
LOCATION: ------------ Date: 20.09.2018
Sr. No. Bore Hole No. Depth in m. pH ElectrometricallySulphate as SO3
(PPM)
Chloride as Cl
(PPM)Remark
1 BH-01 ------ 7.72 38.135 120.200
2 BH-02 ------ 7.56 46.210 147.985
3 BH-03 ------ 7.44 33.210 132.985
CHEMICAL TEST RESULT OF WATER SAMPLES.
AAKAR ABHINAV CONSULTANTS PVT. LTD. JOB NO. : 1459
Geotechnical Investigation for Construction of four lane Flyover near Turbhe Railway Station on Thane - Belapur Road.
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