CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.75

3.00

4.70

6.00

7.50

3.20

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

22

9.00

12.20

14.20

WS 6

WS 7

23

22

05 07 05 10 12

75 M

M &

3

11

100

Pale Browni fine sandy silt

mix clay

10.20

13.20

6.60

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

3 (THREE)

14.20 M

28-10-2016

29-10-2016

7.55

9.05

11.20

4.50

3.00

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

2.70

4.00

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT5

SPT6

DS 1

DS 21234567812345678123456781234567812345678123456781234567812345678

123456789123456789123456789123456789123456789

97 64

1to7

8to16

17to21

123412341234123412341234

123456789123456789123456789123456789123456789

93123456123456123456123456123456123456

123456789123456789123456789123456789123456789

98

30

50

C.P

C.P

C.P

22to25C.P

1234567812345678123456781234567812345678123456781234567812345678

1234567812345678123456781234567812345678

83 72

10

50>50

05

50>50

05

50>50

05

50>50

05

50>50

0.00 M (LTL.) & @ 3.00M (HTL)

+1.500 M

LBH3 - MARSHALLING AREA

+1.500

07-11-2016

-3.000

-6.000

+1.500

+1.500

+1.500

+1.500

100 M

M D

IA

+1.500

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

S.P.

(14pcs)

S.P.

(10pcs)

Dark brown silty clay mix

few gravels at places-4.500

S.P.

S.P.

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.75

3.00

4.85

6.00

7.50

3.20

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

20

9.00

12.00

14.00

WS 6

WS 7

22

21 23

05 04 03 05 07

100 M

M D

IA

3

11

100

Pale brown fine sandy silt

10.00

13.00

6.60

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

4 (FOUR)

14.00 M

30-10-2016

31-10-2016

7.10

9.07

11.00

1.75

Pale brown fine sandy silt

mix clay with gravels

3.10

Brown silty clay

1.00

4.00

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

75 M

M D

IA

SPT5

SPT6

123456123456123456123456123456123456123456

12345671234567123456712345671234567

75 48

1to4

5to6

7to10

12345678123456781234567812345678123456781234567812345678

12345678123456781234567812345678

79123456789012345678901234567890123456789012345678901234567890

123456789123456789123456789123456789123456789

94

74

86

C.P

C.P

C.P

11to17C.P

123456123456123456123456123456123456123456123456

123456781234567812345678123456781234567812345678

88 50

10

50>50

05

50>50

05

50>50

07

50>50

0.00 M (LTL.) & @ 3.00M (HTL)

LBH4 - MARSHALLING AREA

+1.00 M

07-11-2016

+1.000

-0.750

-3.850

-9.000

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

Brown silty clay mix gravels

4.15

03 03 03 05 06

-8.000

-10.000

-11.000

-12.000

-13.000

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.85

3.00

4.85

6.00

7.50

3.25

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

20 22

150 M

M D

IA

9.00

12.00

15.00

WS 6

WS 7

22

20 21

04 05 06 07 11

100 M

M D

IA

4

11

100

Brown fine sandy silt

10.50

13.00

6.60

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

5 (FIVE)

15.00 M

01-11-2016

02-11-2016

8.10

9.07

11.00

1.85

Brown fine sandy silt mix

clay

3.00

Dark brown silty Clay

0.90

4.00

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

75 M

M D

IA

SPT5

SPT6

123456781234567812345678123456781234567812345678

12345678123456781234567812345678

78 69

1to3

4to6

123456781234567812345678123456781234567812345678

12345671234567123456712345671234567

7512345678901234567890123456789012345678901234567890123456789012345678901234567890

123456781234567812345678123456781234567812345678

82

67

82

WS8

C.P

C.P

7(1pc)C.P 123412341234123412341234

1234567812345678123456781234567812345678

83 36

10

50>50

10

50>50

05

50>50

07

50>50

14.00

2.00

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

DS 1

DS 2

10.55 SPT7

DS3

8to16C.P

08 06 08 09 14

05

50>50

2.75 M (LTL.) & @ 6.85 M (HTL)

MBH1 - APPROACH JETTY

- 1.00 M

-1.000

07-11-2016

-2.500

-5.500

-10.00

-12.00

-13.00

-14.00

-15.00

-16.00

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

S.P.

(4pcs)

S.P.

(8pcs)

S.P.

(9pcs)

Dark brown silty Clay mix

gravels

3.25

S.P.

S.P.

S.P.

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.85

3.00

5.10

6.00

7.50

3.60

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

20 22

9.00

12.70

15.70

WS 6

WS 7

05 04 03 06 07

04 02 03 06 05

24

100 M

M D

IA

6

11

100

Brown fine sandy silt mix

clay

10.50

13.70

6.25

Grey

Dark brown

6 (SIX)

15.70 M

03-11-2016

04-11-2016

7.75

9.20

11.70

1.85

Brown silty clay

3.25

Dark brown medium stiff

clay with small to medium

sized gravels

4.00

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT5

SPT6

123456712345671234567123456712345671234567

12345671234567123456712345671234567

76 60

1to3

4(1pc)

1234567890123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

801234567890123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

94

79

85

WS8

C.P

C.P

5to8C.P 123456789012345678901234567890

12345678123456781234567882 74

05

50>50

10

50>50

10

50>50

>50

14.70

6.60

10.60 SPT7

9to12C.P

22

10

50>50

2305

50

2.25 M (LTL.) & @ 6.50 M (HTL)

MBH2 - APPROACH JETTY

- 1.20 M

-1.200

07-11-2016

X X X

X X

X X X

X XX X X

X X

X X X

X X X

X X

X X X

X X X

X X

X X X

X X X

X X

X X X

-3.050

-13.900

-6.300

-14.900

-15.900

-16.900

-12.900

Grey jointed amygdaloidal

basalt with black and white

infillings at places

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.70

3.00

4.70

6.00

7.50

3.60

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

20

9.00

12.50

WS 6

WS 7

04 03 02 05 05

22

20

100 M

M D

IA

7

11

100

Brown fine sandy silt

10.00

13.50

6.25

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

7.70

9.05

11.00

1.70

Brown silty clay and gravels1.10

Brown medium stiff Clay

with weathered rock

fragments

2.50

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT5

SPT6

1to5

6to12

123456123456123456123456123456123456

123456781234567812345678123456781234567812345678

79123456123456123456123456123456123456123456

123456781234567812345678123456781234567812345678

78

52

50

WS8

C.P

C.P

05

50>50

05

50 >50

10

50>50

05

50>50

>50

14.50

4.30

10.07 SPT7

22

07

50>50

05

50

11.05

3.50

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT805

50>50

WS9DS3

DS2

DS1

7 (SEVEN)

16.50 M

05-11-2016

06-11-2016

2.75 M (LTL.) & @ 6.50 M (HTL)

MBH4 - APPROACH JETTY

-1.500 M

-1.500

07-11-2016

Brown silty clay

X X X

X X

X X X

X X X

X X

X X X

1.90

-3.200

-5.100

-6.200

-14.000

-16.500

-10.500

-11.500

-12.500

-15.000

-16.000

123451234512345123451234512345123451234512345123451234512345123451234512345123451234512345123451234512345123451234512345123451234512345123451234512345123451234512345

S.P.

(11pcs)

S.P.

(15pcs)

S.P.

(6pcs)

S.P.

S.P.

S.P.

NIL

NIL

NIL

15.00

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

7 (SEVEN)

16.50 M

05-11-2016

06-11-2016

15.00

16.50

15.50Grey jointed amygdaloidal

basalt with black and white

infillings at places

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

2.50

4.00

13to16

123456789012123456789012123456789012

12345678912345678912345678998 89C.P

17to22C.P

123456123456123456123456123456123456123456123456

123456781234567812345678123456781234567812345678

85 68

7

11

100

2.75 M (LTL.) & @ 6.50 M (HTL)

MBH4 - APPROACH JETTY

-1.50 M

07-11-2016

-17.000

-16.500

-18.000

Grey

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.85

3.00

4.75

6.00

7.50

3.20

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

20 23

9.00

12.00

WS 6

WS 7

22

23

100 M

M D

IA

8

11

100

10.50

13.40

6.05

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

7.55

9.04

2.00

Dark brown medium

coarse sand

3.00

Darj brown sand mix

boulders and weathered

rock fragments

1.60

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT5

SPT6

1to13

1234123412341234123412341234

1234567812345678123456781234567812345678

85 27

WS8

C.P

05

50>50

05

50>50

10

50 >50

05

50>50

05

50>50

>50

14.40

3.00

10.55 SPT705

50>50

04

50

4.40

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT805

50>50

WS9

DS3

DS2

DS1

12.05

Dark brown sand mix clay

and gravels

DS4

DS5

8 (EIGHT)

17.40 M

07-11-2016

08-11-2016

2.75 M (LTL.) & @ 6.35 M (HTL)

MBH5 - APPROACH JETTY

-1.70 M

15-11-2016

-1.700

-12.200

-4.700

-13.700

-7.700

-15.100

-10.700

-16.100

-16.70015.00

1.00 -2.700 1.00

Dark brown silty clay

DS1

X X X

X X

X X X

X X

S.P.

S.P.

S.P.

(6pcs)

S.P.

(15pcs)

S.P.

(6pcs)

S.P.

S.P.

S.P.

NIL

NIL

NIL

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

8 (EIGHT)

17.40 M

07-11-2016

08-11-2016

15.00

16.40

15.40Grey jointed amygdaloidal

basalt with black and white

infillings at places

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

1.60

4.00

14to16123456789012345678901234567890

12345678912345678912345678994 78C.P

17to20C.P

123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

87 83

8

22

100

17.40 21to24C.P

12345678123456781234567812345678123456781234567812345678

12345678123456781234567812345678

86 72

Grey

2.75 M (LTL.) & @ 6.35 M (HTL)

MBH5 - APRROACH JETTY

- 1.70 M

-16.700

15-11-2016

-17.100

-18.100

-19.100

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.85

3.00

5.00

6.00

7.00

3.05

4.00

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

20 22

9.00

12.50

WS 6

WS 7

100 M

M D

IA

1

11

100

10.50

13.50

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

1 (ONE)

13.50 M

24-10-2016

25-10-2016

8.00

9.50

11.50

Brown sand mix boulders

4.00

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

75 M

M D

IA

1234567123456712345671234567123456712345671234567

1234567812345678123456781234567812345678

80 54

1to4

20to23

24to27

12345678123456781234567812345678123456781234567812345678

1234567812345678123456781234567812345678

77123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

89

72

76

C.P

C.P

C.P

28to30C.P

123456789012345678901234567890123456789012345678901234567890

123456781234567812345678123456781234567812345678

84 78

05

50>50

05

50>50

+2.50 M

3.00

6.50

5to8C.P

9to12C.P

13to15C.P

WS 8

WS 9

DS1

DS2

DS3

16to19C.P

123123123123123123

123456123456123456123456123456

50 18123412341234123412341234

26123123123123123

19

NIL

123123123123123

12

NIL

NIL

0.00 M (LTL.) & @ 2.50 M (HTL)

LBH1 - MARSHALLING AREA

07-11-2016

+2.500

Pale Browni fine sandy silt

mix clay

-7.000

-0.500

-8.000

-9.000

-10.000

-11.000

S.P.

(3pcs)

S.P.

(9pcs)

S.P.

(11pcs)

S.P.

(18pcs)

S.P.

S.P.

S.P.

X X X

X X

X X X

X X

X X X

X X

X X X

X X

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.501.85

3.00

4.55

6.00

7.50

3.20

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

19 22

150 M

M D

IA

9.00

12.20

14.20

WS 6

WS 7

20

100 M

M D

IA

2

11

100

Brown fine sandy silt

10.20

13.20

6.07

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

2 (TWO)

14.20 M

26-10-2016

27-10-2016

7.55

9.05

11.20

1.85

Brown sand mix clay mix

gravels

3.00

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

2.70

3.00

1234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678123456781234567812345678

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT5

SPT6

DS 1

DS 2

12345678901234567890123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

91 75

1to5

6to11

12to15

123456123456123456123456123456123456

12345678123456781234567812345678

84123456789012345678901234567890123456789012345678901234567890

123456789123456789123456789123456789123456789

98

50

88

C.P

C.P

C.P

16to21C.P

12345671234567123456712345671234567123456712345671234567

1234567812345678123456781234567812345678

80 55

05

50>50

05

50>50

05

50>50

07

50 >50

05

50>50

05

50>50

+2.00 M

Brown jointed amygdaloidal basalt

with white and black infillings1.00

DS 3

DS 4

DS 5

0.00 M (LTL.) & @ 2.20 M (HTL)

LBH2 - MARSHALLING AREA

+2.000

07-11-2016

X X X

X X

X X X

X X

X X X

X X

X X X

X X

Brown silty clay mix gravels

2.65 S.P.

S.P.

S.P.

S.P.

S.P.

S.P.

S.P.

NIL

NIL

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.50

2.10

3.00

4.70

6.00

7.50

3.25

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

04 05 03 06 09

9.00

12.05

15.00

WS 6

WS 7

23

24

100 M

M D

IA

9

11

100

10.50

13.50

6.10

Grey jointed amygdaloidal basalt

with black and white infillings at

places

Grey

Dark brown

7.55

9.07

12.00

D ark bvrown silty clay

1.50

Yellow medium stiff clay

mix gravels

1.00

123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT5

SPT6

123456789012345678901234567890123456789012345678901234567890

123456789123456789123456789123456789123456789

90 75

WS8

10

50>50

05

50 >50

10

50>50

05

50>50

>50

14.00 5.00

10.55 SPT7

1to5C.P

05

50>50

07

50

13.55

4.50

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

DS1

SPT8

WS9SPT9

DS2

DS3

WS10DS4

05

50>50

05

50>50

9 (NINE)

18.00 M

11-11-2016

13-11-2016

-2.00 M

2.50 M (LTL.) & @ 6.50 M (HTL)

MBH6 - TURNING PLATFORM

-2.000

15-11-2016

Dark brown silty

sand mix clay mix

gravels

3.00

S.P.

(14pcs)

S.P.

(14pcs)

S.P.

(14pcs)

S.P.

S.P.

S.P.

NIL

NIL

NIL

-5.000

-6.500

-15.500

-17.000

-11.000

-12.500

-14.000

-16.000

Yellowish

brown

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

9 (NINE)

18.00 M

11-11-2016

13-11-2016

-2.00 M

15.00

17.00

16.00 Grey jointed amygdaloidal

basalt with black and white

infillings at places

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

1.00

4.00

6to9

123456712345671234567123456712345671234567

123456789123456789123456789123456789123456789123456789

94 68C.P

10to14C.P

123456781234567812345678123456781234567812345678

123456789123456789123456789123456789123456789123456789

93 67

9

22

100

18.00 15to19C.P

12345671234567123456712345671234567123456712345671234567

1234567812345678123456781234567812345678

91 65

Grey

2.50 M (LTL.) & @ 6.50 M (HTL)

MBH6 - TURNING PLATFORM

15-11-2016

-17.000

-18.000

-19.000

-20.000

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.50

2.10

3.00

4.70

6.00

7.50

3.60

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

03 02 03 05 05

9.00

12.05

15.00

WS 6

WS 7

04 05 03 06 08

23

100 M

M D

IA

9

11

100

10.50

13.50

6.25

Grey jointed amygdaloidal

basalt with black and white

infillings at places

Grey

Dark brown

7.70

9.07

12.00

Dark brown soft and silty

clay

3.60

Yellow medium stiff clay

mix gravels

1.00

123456789123456789123456789123456789123456789123456789123456789123456789123456789

SPT5

SPT6

123451234512345123451234512345

1234567812345678123456781234567812345678

83 46

WS8

05

50 >50

10

50>50

05

50>50

>50

14.00 2.00

10.55 SPT7

1to7C.P

05

50>50

07

50

13.55

5.40

Brown sand mix boulders

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

DS1

SPT8

WS9SPT9

DS2

DS3

WS10 DS4

05

50>50

05

50>50

Dark brown completely

weathered amygdaloidal basalt

with black and gren infillings

3.00

21

24

10 (TEN)

8.00 M

14-11-2016

16-11-2016

-2.00 M

2.75 M (LTL.) & @ 6.25 M (HTL)

MBH7 - TURNING PLATFORM

-2.000

20-11-2016

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

Yellowish

brown

-5.600

-11.000

-14.000

-15.500-16.000

-17.000

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

10 (TEN)

18.00 M

14-11-2016

16-11-2016

-2.00 M

15.00

17.00

16.00Grey jointed amygdaloidal

basalt with black and white

infillings at places

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

1.00

4.00

8to15

123456123456123456123456123456123456

123456781234567812345678123456781234567812345678

86 51C.P

16to19C.P

123456781234567812345678123456781234567812345678

123456781234567812345678123456781234567812345678

87 73

10

22

100

18.00 20to21C.P

123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

86 82

Grey

2.75 M (LTL.) & @ 6.25 M (HTL)

MBH7 - TURNING PLATFORM

-17.000

20-11-2016

-18.000

-19.000

-20.000

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.50

2.10

3.00

4.70

6.00

7.50

3.50

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

03 02 01 03 03

9.00

12.05

WS 6

WS 7

05 05 08

22

100 M

M D

IA

11

11

100

10.50

13.50

6.20

Grey

Dark brown

7.75

9.20

12.00

Dark brown soft and silty

clay

Yellow medium stiff clay

mix gravels

SPT5

SPT6

WS8

10

50>50

05

50 >50

05

50>50

10

50>50

>50

14.70

2.80

10.70 SPT705

50>50

05

50

13.55

Dark brown sand mix

boulders

123456789123456789123456789123456789123456789123456789123456789123456789123456789

DS1

SPT8

WS9SPT9

DS2WS10

05

50>50

05

50>50

Dark brown completely

weathered amygdaloidal basalt

with black and gren infillings

24

23

2.70

4.50

22

24

11 (ELEVEN)

18.70 M

17-11-2016

19-11-2016

-2.20 M

1.20

2.35 M (LTL.) & @ 6.15 M (HTL)

MBH8 - TURNING PLATFORM

-2.200

22-11-2016

X X X

X X

X X X

X X

X X X

X X

X X X

X X3.50

X X X

X X

X X X

X X

Dark browm silty clayey

sand with gravels

15.00

-15.700

-5.700

-8.400

-12.900

-16.900-17.200

S.P.

(10pcs)

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

11 (ELEVEN)

18.70 M

17-11-2016

19-11-2016

-2.20 M

15.00

16.70

15.70

Grey jointed amygdaloidal

basalt with black and white

infillings at places

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

0.30

4.00

1to10 12345678901234567890123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

82 81

C.P

11to12C.P 123456781234567812345678123456781234567812345678

1234567812345678123456781234567812345678

85 72

11

22

100

18.70

13to17C.P 1234512345123451234512345123451234512345

1234567812345678123456781234567812345678

83 43

Grey

17.70

18to24C.P

1234123412341234

12345678123456781234567812345678

85 32

2.35 M (LTL.) & @ 6.15 M (HTL)

MBH8 - TURNING PLATFORM

22-11-2016

-17.200

-17.900

-18.900

-19.900

-20.900

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.50

2.10

3.00

4.70

6.00

7.50

3.60

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

02 01 01 02 02

9.00

12.05

WS 6

WS 7

02 02 01 03 03

22

100 M

M D

IA

12

21

100

10.50

13.50

6.25

Dark brown

7.70

9.25

12.00

Dark brown soft and silty

clay

Yellow brown medium stiff

clay mix weathered rock

fragments

SPT5

SPT6

WS8

05

50 >50

05

50>50

05

50>50

>50

15.00

10.70 SPT705

50>50

10

50

13.57

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

DS1

SPT8

WS9SPT9

DS2WS10

05

50>50

07

50>50

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

23

24

1.75

5.75

23

22

3.00

12 (ELEVEN)

19.40 M

20-11-2016

22-11-2016

-2.400 M

2.65 M (LTL.) & @ 6.15 M (HTL)

MBH9- BERTHING DOLPHIN

-2.400

25-11-2016

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

4.50

Dark brown clayey sand

with gravels

-15.900

-6.900

-8.650

-17.400

-14.400

Yellowish

brown

Dark brown

S.P.

(14pcs)S.P.

S.P. S.P.

(14pcs)

NIL

NIL

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

12 (ELEVEN)

19.40 M

20-11-2016

22-11-2016

-2.40 M

15.00

16.40

15.05

Grey jointed amygdaloidal

basalt with black and white

infillings at places

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

4.00

1to10 123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

80 52

SPT10

11to12

C.P

123456789012345678901234567890123456789012345678901234567890

1234567812345678123456781234567812345678

84 83

12

22

100

18.40

C.P

123456712345671234567123456712345671234567

123456789123456789123456789123456789123456789

88 54

Grey

17.40

18to24C.P

123456781234567812345678123456781234567812345678

1234567812345678123456781234567812345678

80 70

15.40

19.40

123456789123456789123456789123456789123456789

Brownish Weathered rock3.00

3.40 WS11

18to24C.P

05

50>50

2.65 M (LTL.) & @ 6.15 M (HTL)

MBH9 - BERTHING DOLPHIN

25-11-2016

-17.400

-17.800

-18.800

-19.800

-20.800

-21.800

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.50

2.10

3.00

4.75

6.00

7.50

3.25

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

01 02 01 01 03

9.00

12.20

WS 6

WS 7

23

24

100 M

M D

IA

13

21

100

10.50

13.50

6.20

Dark brown7.75

9.20

12.00

Dark brown medium stiff

clay mix weathered rock

fragments

SPT5

SPT6

WS8

10

50>50

10

50 >50

05

50>50

10

50>50

>50

15.00

10.75 SPT710

50>50

05

50

13.55

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

DS1

SPT8

WS9SPT9

DS2WS10

05

50>50

05

50>50

Dark brown completely

weathered amygdaloidal

basalt with black and

gren infillings

23

22

7.45

23

22

2.80

1.75

23

13 (THIRTEEN)

19.60 M

23-11-2016

26-11-2016

-2.40 M

2.25 M (LTL.) & @ 6.00M (HTL)

MBH10 - BERTHING DOLPHIN

-2.400

30-11-2016

Dark brown soft and silty

clay

X X X

X X

X X X

X X

X X X

X X

X X X

X XX X X

X X

X X X

X X3.00

Dark brown clayey sand

with gravels

-14.600

-5.400

-7.150

-17.400

-15.900

S.P.

(14pcs)

S.P.

(10pcs)

S.P.

S.P.

NIL

NIL

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

13 (THIRTEEN)

19.60 M

23-11-2016

26-11-2016

-2.40 M

15.00

16.60

15.05

Grey jointed amygdaloidal

basalt with black and white

infillings at places

1234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567894.00

1to8 123123123123123123123123

1234567812345678123456781234567812345678

86 24

SPT10

9to18

C.P

1234123412341234123412341234

1234567812345678123456781234567812345678

88 36

13

22

100

18.60

C.P

123456123456123456123456123456123456

1234567812345678123456781234567812345678

87 49

Grey17.60

19to25C.P

12121212121212

1234567812345678123456781234567812345678

82 10

15.60

19.60

123456789123456789123456789123456789123456789123456789123456789

Brownish Weathered rock2.80

3.40 WS11

26to32C.P

05

50>50 DS3

2.25 M (LTL.) & @ 6.00M (HTL)

MBH10 - BERTHING DOLPHIN

30-11-2016

-17.400

-18.000

-19.000

-20.000

-21.000

-22.000

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

0.00

WS 11.50

2.10

3.00

4.75

6.00

7.50

3.35

4.50

SPT1

WS 2

WS 3

WS 4

WS 5

SPT2

SPT3

SPT4

02 01 01 01 02

9.00

12.05

WS 6

WS 7

21 23

22

100 M

M D

IA

14

21

100

10.50

13.50

6.20

Dark brown

7.75

9.20

12.00

Dark brown clayey sand

mix gravels

Dark brown medium stiff

clay mix gravelsSPT5

SPT6

WS8

05

50>50

05

50 >50

05

50>50

10

50>50

>50

15.00

10.55 SPT705

50>50

05

50

13.55

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

DS1

SPT8

WS9SPT9

DS2WS10

05

50>50

05

50>50

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

21

23

2.80

22

3.00

3.20

3.00

Dark brown Sand mix

boulders

14 (FOURTEEN)

20.50 M

29-11-2016

01-12-2016

-2.50 M

2.00 M (LTL.) & @ 6.45 M (HTL)

MBH11 - BERTHING DOLPHIN

-2.500

05-12-2016

-11.700

-14.500

-5.500

-8.700

-16.000

-17.500

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

Dark brown soft and silty

clay

3.00

S.P.

8pcs)

S.P.

(20pcs)

S.P.

S.P.

NIL

NIL

CLIENT : MAHARASHTRA MARITIME BOARD ( M.M.B.)

EXPLORATION : SOIL INVESTIGATION FOR PROP. RORO PAX SERVICE NEAR MANDWA JETTY, RAIGAD,

CONTRACTOR : M/S D.V.PAWAR, POST; CHIKALI, TAL: GUHAGAR, DIST: RATNAGIRI, MAHARASHTRA

BORE HOLE NO : GROUND WATER LEVEL:

FINAL DEPTH :

METHOD OF BORING : ROTARY / WASH

LOCATION :DATE OF COMMENCEMENT :

DATE OF COMPLETION :

R.L :

CH :

CA

SIN

G DEPTH

(M)

R.L.

(M)

TH

ICK

NE

SS

OF

LA

YE

R

LOG VISUAL DESCRIPTION

OF

STRATA

FIELD TEST

TY

PE

OF

SA

MP

LE

CORE DRILLING

CO

RE

PIE

CE

S RECOVERY

%

R.Q.D

%

WASH

WATER

COLOUR

L

O

G

123456789123456789123456789123456789123456789 ROCK

CLAY

FILLING

BOULDERS

GRAVEL

SAND

SILT

ABBRV DS : DISTURBED SAMPLE

WS : WASH SAMPLE

WO : WATER SAMPLE

UDS : UNDISTURBED SAMPLE

C.P : CORE PIECES

S.P : SMALL PIECES

S.P.T : STANDARD PENETRATION TEST

V.S.T : VANE SHEAR TEST

SCALE :-V :- 1:

H :- N.T.S

DATE :-

DRN BY :-

CHKD BY :-

DRG. NO

SAI/DVP/ BL- /

2016-17

OF

AGENCY : M/s. SHRI SAINATH CONSTRUCTION & GEOTECHNICAL ENGINEERING.

(SURVEYOR, GEOTECHNICAL ENGINEERS, GROUTING & MICROPILING CONTRACTOR)

A/49/1363, M.I.G COLONY, ADARSH NAGAR, WORLI, MUMBAI - 400 025.

TEL : 2422 92 96 / 2431 86 20. FAX : 91-22-2422 92 96 E-mail- maheshzantye@yahoo.co.in

SAINATH

SUPY

MMZ

BORELOG

25 50 75 100 25 50 75 10015 15 15 15 N

SPT

X X X X X

X X X X X

14 (FOURTEEN)

20.50 M

29-11-2016

01-12-2016

-2.50 M

15.00

16.50

15.05

Grey jointed amygdaloidal

basalt with black and white

infillings at places

1234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567891234567894.00

1to8 123456789012345678901234567890123456789012345678901234567890

123456789123456789123456789123456789123456789

96 77

SPT10

9to18

C.P

1234567890123456789012345678901234567890123456789012345678901234567890

123456789123456789123456789123456789123456789

92 90

14

22

100

18.50C.P

123456712345671234567123456712345671234567

1234567812345678123456781234567812345678

88 61

Brown

17.50

19to25C.P

123451234512345123451234512345

12345678912345678912345678912345678993 45

19.50

123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789

3.00

4.50 WS11

26to32C.P

05

50>50

DS3

20.50

2.00 M (LTL.) & @ 6.45 M (HTL)

MBH11 - BERTHING DOLPHIN

-17.500

05-12-2016

-19.000

-21.000

-22.000

-23.000

-20.000

Dark brown completely

weathered amygdaloidal

basalt with black and gren

infillings

Grey