navi mumbai municipal corporation · wet density dry density gravel % sand % silt % clay % liquid %...

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: [email protected]

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: [email protected]

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


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 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


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 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 :


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




Undrained Cohesion




Effective Cohesion


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


Lab.CBR Test

SoakedShear Test

18.09.2018

Consistency Limits

1459Job. No. :

Free Swell Test

Direct Shear


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


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




Undrained Cohesion




Effective Cohesion


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


Lab.CBR Test

SoakedShear Test

18.09.2018

Consistency Limits

1459Job. No. :

Free Swell Test

Direct Shear


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


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

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-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


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


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



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



Client: Navi Mumbai Municipal Corporation

DATE : 18.09.2018

Re

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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


CHEMICAL TEST RESULT OF SOIL SAMPLES.


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.



navi mumbai municipal corporation · wet density dry density gravel % sand % silt % clay % liquid %...

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