Bid Package No. : IrconISL/1021/Tenders/75/MEA-TKK-Bridges dated 19.04.2016 Name of Work : Construction of 69 Bridges including Approach Roads on the Tamu-

Kyigone-Kalewa road section from Km. 0.000 to Km. 149.700 of the

Trilateral Highway in Myanmar.

BORE LOG DATA

(Enclosure to Addendum No. 4)

1. Bridge at Km 0.180 ( Existing Structural no: 1/1)

Existing bridge is located at Indian/ Myanmar border near Tamu immigration office. New

bridge at this location is proposed right side of exiting steel bridge keeping in view to connect

directly to Proposed Integrated Check Post at Moreh along Indo-Myanmar Border by

Ministry of Home Affairs.

Geotech investigations have been carriedout at two locations (at abutment & at center) on

proposed bridge site.

Detailed description of the materials encountered at the borehole are presented in Table 1

A summary of the borehole details are presented on Fig 1/1-1(at Abutment) & Fig 1/1-2 (at

Center)

Fig -1/1-1: Borelog details at abutment at Br no. 1/1

Fig 1/1-2: Borelog details at Center at Br no. 1/1

WATER TABLE - 7.00 m

GRAVEL SAND SILT CLAY

COHESION

INTERCEPT

( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

Reddish Silty

Sand with

Gravels

SM 5 52 43 0

1.5 SPT-1

2.5 UDS-1

3.0 SPT-2

4.5 SPT-3

5.5 UDS-2

6.0 SPT-4

7.5 SPT-5

8.5 UDS-3

9.0 SPT-6

10.5 SPT-7

11.5 UDS-4

12.0 SPT-8

13.5 SPT-9

14.5 UDS-5

15.0 SPT-10

Rocky Strata

SHEAR PARAMETER

TEST TYPE

PLASTICITY

INDEXIS CLASSIF -

ICATION

MOISTURE

CONTENT

DRY/BULK

DENSITY

LIQUID

LIMITDESCRIPTION OF

SOIL

DEPTH

(M)

GRAIN SIZE ANALYSIS

N VALUES

PLASTIC

LIMITSAMPLE

Table 1/1-1 : Soil Profile At Bridge No. 1/1 ( Km 0+180) at abutment location

SPECIFIC

GRAVITY

2. Bridge at Km 4.880 ( Existing Structural no: 4/1)

Existing bridge is a single span bridge with a span length of 36.6m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 4/1-1

& 4/1-2

A summary of the borehole details are presented on Fig 4/1-1(at Abutment)

Fig 4/1-1: Borelog details at abutment at Ex. Br no. 4/1(Km 4.880)

WATER TABLE 2.05 m

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

1.5 SPT-1

2.5 UDS-1

22 3.0 SPT-2 ML - CL 0 27 64 9 24 17 7 1.70 / 1.75 3.00 UUT 0.367 13.0 2.66

20 4.5 SPT-3Yellowish

Clay SiltML - CL 0 28 64 8

5.5 UDS-2Blackish

Clay

5 6.0 SPT-4 ML - CL 0 28 65 7 24 18 6 1.52 / 1.75 15.40 UUT 0.334 14.0 2.65

6 7.5 SPT-5

8.5 UDS-3

9.0 SPT-6

Yellowish

Coarse Sand

with

Gravels

SP - SM 5 85 10 0 N P

10.5 SPT-7

11.5 UDS-4

12.0 SPT-8

13.5 SPT-9

14.5 UDS-5

15.0 SPT-10

27 16.5 SPT-11 ML - CL 0 32 59 9 25 18 7 1.71 / 1.77 3.40 UUT 0.386 14.0 2.66

17.5 UDS - 6

32 18.0 SPT-12 ML - CL 0 27 63 10

37 19.5 SPT-13 ML - CL 0 28 62 11

20.5 UDS - 7

42 21.0 SPT-14 ML - CL 0 29 59 12

47 22.5 SPT-15

23.5 UDS - 8

52 24.0 SPT-16 ML - CL 0 30 61 9

57 25.5 SPT-17

26.5 UDS - 9

62 27.0 SPT-18 ML - CL 0 31 59 10

67 28.5 SPT-19

29.5 UDS - 10

72 30.0 SPT-20 ML - CL 0 32 57 11

Clay with

Coarse Sand

Clay Silt

Clay with

Gravels

SPECIFIC

GRAVITY

Rocky Strata

Table 4/1-1 : Soil Profile At Bridge No. 4/1 ( Km 4+880) at abutment location

DESCRIPTIO

N OF SOIL

DEPTH

(M)

GRAIN SIZE ANALYSIS

N

VALUES

SHEAR PARAMETER

TEST TYPE

LIQUID

LIMIT

PLASTICITY

INDEXSAMPLEIS CLASSIF

-ICATION

MOISTURE

CONTENT

DRY/BULK

DENSITY

Blackish

Grey Clay

Yellowish

Grey Clay

Filled Up

PLASTIC

LIMIT

3. Bridge at Km 10.880 ( Existing Structural no: 7/1)

Existing bridge is a single span bridge with a span length of 27.50m. Keeping in view of

proposed spans, two boreholes has been carried-out. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 7/1-1

(for Abutment)

A summary of the borehole details are presented on Fig 7/1-1(at Abutment)

Fig 7/1- 1: Borelog details at abutment at Ex. Br no. 7/1(Km 10.880)

Fig 7/1-2: Borelog details at abutment at Ex. Br no. 7/1(Km 10.880)

WATER TABLE 1.10 m

GRAVEL SAND SILT CLAY

COHESION

INTERCEPT (

c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

21 1.5 SPT-1 Coarse Sand SP - SM 0 85 15 0 N P 1.69/1.77 4.63 DST 0 33.0 2.65

2.5 UDS-1

3.0 SPT-2

4.5 SPT-3

5.5 UDS-2

6.0 SPT-4

7.5 SPT-5

8.5 UDS-3

9.0 SPT-6

10.5 SPT-7

11.5 UDS-4

12.0 SPT-8

13.5 SPT-9

14.5 UDS-5

15.0 SPT-10

16.5 SPT-11

17.5 UDS - 6

18.0 SPT-12

19.5 SPT-13

20.5 UDS - 7

21.0 SPT-14

22.5 SPT-15

23.5 UDS - 8

24.0 SPT-16

25.5 SPT-17

26.5 UDS - 9

27.0 SPT-18

28.5 SPT-19

29.5 UDS - 10

30.0 SPT-20

SPECIFIC

GRAVITY

IS CLASSIF -

ICATION

LIQUID LIMITPLASTICITY

INDEX

PLASTIC

LIMIT

SHEAR PARAMETER

TEST

TYPE

MOISTURE

CONTENT

DRY/BULK

DENSITY

Table 7/1 -1 : Soil Profile At Bridge No. 7/1 ( Km 10+880) at abutment location

Boldary Strata

N

VALUESSAMPLE

DEPTH

(M)

GRAIN SIZE ANALYSIS

Slipped

Filled Up

River Blown Deposit

DESCRIPTION OF

SOIL

4. Bridge at Km 12.000 ( Existing Structural no: 8/1)

Existing bridge is a single span bridge with a span length of 18.3m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 8/1-1

A summary of the borehole details are presented on Fig 8/1-1(at Abutment)

Fig 8/1-1: Borelog details at abutment at Ex. Br no. 8/1(Km 12.000)

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 ML - CL 0 28 65 7

15 1.5 SPT-1 Yellowish Grey Clay ML - CL 0 32 58 10 24 18 6 1.58 / 1.66 5.10 DST 0 28.0 2.65

2.5 UDS-1

18 3.0 SPT-2 Yellowish Clay with Kankar ML - CL 5 26 62 7 26 20 6 1.63 / 1.73 6.10 DST 0 30.5 2.63

22 4.5 SPT-3

5.5 UDS-2

24 6.0 SPT-4 ML - CL 6 28 56 10

27 7.5 SPT-5 Yellowish Clay with Kankar ML - CL 0 27 65 8

8.5 UDS-3

39 9.0 SPT-6 Yellowish Clay with Kankar ML - CL 5 29 59 7

39 10.5 SPT-7

11.5 UDS-4

43 12.0 SPT-8 Yellowish Clay with Kankar ML - CL 6 27 56 11

48 13.5 SPT-9

14.5 UDS-5

61 15.0 SPT-10 Yellowish Clay with Kankar ML - CL 5 32 55 8

63 16.5 SPT-11

17.5 UDS-6

60 18.0 SPT-12Yellowesh Clay with

kankarsML - CL 6 29 56 9

65 19.5 SPT-13

20.5 UDS-7

57 21.0 SPT-14Yellowesh Clay with

kankarsML - CL 5 30 59 6

54 22.5 SPT-15

23.5 UDS-8

62 24.0 SPT-16 Yellowish Clay silt ML - CL 6 27 59 8 25 19 6 1.65/1.76 6.80 DST 0 33.5 2.63

59 25.5 SPT-17

26.0 UDS-9

64 27.0 SPT-18 Yellowish Clay silt ML - CL 5 28 60 7

65 28.5 SPT-19

29.5 UDS-10

67 30.0 SPT-20 Yellowish Clay silt ML - CL 7 27 56 10

SHEAR PARAMETER

TEST TYPE

LIQUID

LIMITDESCRIPTION OF SOIL

GRAIN SIZE ANALYSIS

IS CLASSIF -

ICATION

PLASTIC

LIMIT

Table 8/1-1 : Soil Profile At Bridge No. 8/1 ( Km 12+000) at abutment location

N

VALUES

MOISTURE

CONTENT

DRY/BULK

DENSITY

PLASTICITY

INDEXDEPTH (M) SAMPLE

SPECIFIC

GRAVITY

WATER TABLE 1.10 m

5. Bridge at Km 13.740 ( Existing Structural no: 9/1)

Existing bridge is a two span bridge with a total length of 30.8m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 9/1-1

A summary of the borehole details are presented on Fig 9/1-1( at Abutment)

Fig 9/1-1: Borelog details at abutment at Ex. Br no. 9/1(Km 13.740)

WATER TABLE 0.40 m

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 Grey Clay Silt ML - CL 0 26 67 7

12 1.5 SPT-1 Grey Clay Silt ML - CL 0 27 61 12 22 18 4 1.63 / 1.71 4.65 DST 0 31.0 2.65

2.5 UDS-1

13 3.0 SPT-2 ML - CL 0 28 64 8

17 4.5 SPT-3 Yellowish Clay Silt ML - CL 0 29 64 7 24 20 4 1.65 / 1.73 5.15 DST 0 32.0 2.63

5.5 UDS-2

27 6.0 SPT-4 ML - CL 0 30 62 8

29 7.5 SPT-5

8.5 UDS-3

30 9.0 SPT-6Yellowish Clay Silt with

KankarML - CL 5 31 54 10 24 19 5 1.66 / 1.75 5.65 DST 0 33.0 2.66

38 10.5 SPT-7

11.5 UDS-4

46 12.0 SPT-8Yellowish Clay Silt with

KankarML - CL 6 27 56 11

57 13.5 SPT-9

14.5 UDS-5

58 15.0 SPT-10Yellowish Clay Silt with

KankarML - CL 5 28 56 11

52 16.5 SPT-11

17.5 UDS-6

54 18.0 SPT-12 Yellowish clay with gravels ML - CL 6 14 68 12

55 19.5 SPT-13

20.5 UDS-7

5321.0

SPT-14Yellowish Clay Silt With

GravelML-CL 5 19 64 12 22 17 5 1.65/1.75 5.90 DST 0 34.0 2.64

56 22.5 SPT-15

23.5 UDS-8

6224.0

SPT-16Yellowish Clay Silt With

GravelML-CL 5 25 62 8

60 25.5 SPT-17

26.0 UDS-9

6527.0

SPT-18Yellowish Clay Silt With

GravelML-CL 0 29 59 12

63 28.5 SPT-19

29.5 UDS-10

6630.0

SPT-20Yellowish Clay Silt With

GravelML-CL 4 28 57 11

N

VALUESSAMPLE

IS CLASSIF -

ICATION

PLASTIC

LIMIT

Table 9/1 -- 1 : Soil Profile At Bridge No. 9/1 ( Km 13+740) at abutment location

SHEAR PARAMETER

DEPTH

(M)TEST TYPE

LIQUID

LIMIT

GRAIN SIZE ANALYSIS

PLASTICITY

INDEXSPECIFIC

GRAVITYDESCRIPTION OF SOIL

MOISTURE

CONTENT

DRY/BULK

DENSITY

6. Bridge at Km 15.760 ( Existing Structural no: 10/2)

Existing bridge is a two span bridge with a total length of 12.2m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

A summary of the borehole details are presented on Fig 10/2-1( at Abutment)

Fig 10/2-1: Borelog details at abutment at Ex. Br no. 10/2(Km 15.760)

WATER TABLE Not Met

GRAVEL SAND SILT CLAY

COHESION

INTERCEPT (

c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 ML - CL 0 31 62 7

11 1.5 SPT-1 ML - CL 0 29 59 12 25 18 7 1.62 / 1.70 4.88 DST 0 28.5 2.63

2.5 UDS-1

18 3.0 SPT-2 ML - CL 0 29 61 10

16 4.5 SPT-3

5.5 UDS-2

23 6.0 SPT-4 ML - CL 0 29 62 9

29 7.5 SPT-5

8.5 UDS-3

34 9.0 SPT-6 ML - CL 0 28 65 7

44 10.5 SPT-7 ML - CL 5 28 58 9 24 19 5 1. 63/ 1.72 5.38 DST 0 30.0 2.65

11.5 UDS-4

57 12.0 SPT-8 ML - CL 6 31 55 8

61 13.5 SPT-9

14.5 UDS-5

54 15.0 SPT-10 ML - CL 5 29 56 10

48 16.5 SPT-11

17.5 UDS-6

50 18.0 SPT-12 ML - CL 5 31 57 7

49 19.5 SPT-13

20.5 UDS-7

53 21.0 SPT-14 ML - CL 0 30 60 10

56 22.5 SPT-15

23.5 UDS-8

55 24.0 SPT-16 ML - CL 0 33 59 8

59 25.5 SPT-17 ML - CL 6 27 58 9 27 19 8 1.64/1.74 5.80 DST 0 33.0 2.64

26.0 UDS-9

62 27.0 SPT-18 ML - CL 5 28 60 7

64 28.5 SPT-19

29.5 UDS-10

67 30.0 SPT-20 ML - CL 7 27 56 10

DEPTH

(M)

GRAIN SIZE ANALYSIS

N

VALU

ES

SAMPLE

Table 10/2 - 1 : Soil Profile At Bridge No. 10/2 ( Km 15+760) at abutment location

LIQUID

LIMIT

PLASTICITY

INDEX

PLASTIC

LIMITTEST TYPE

Yellowish

clay with

gravels

IS CLASSIF

-ICATION

DESCRIPTION

OF SOIL

MOISTURE

CONTENTSPECIFIC

GRAVITY

SHEAR PARAMETER

Yellowish

Grey Clay

Yellowish

Clay with

Kankar

Yellowish

Clay with

Kankar

DRY/BULK

DENSITY

7. Bridge at Km 18.240 ( Existing Structural no: 12/1)

Existing bridge is a three span bridge with a total length of 73.10m. Three boreholes has been

carried out at bridge location, two at abutment and one at center. The bore drilled upto 30 m

depth at all three bore locations

Detailed description of the materials encountered at the borehole are presented in Table 12/1-1

to 12/1-6

A summary of the borehole details are presented on Fig 12/1-1&12/1- 2 ( at Abutments) and

Fig 12/1-3 ( at center)

Fig 12/1-1: Borelog details at abutment (Kalewa side) at Ex. Br no. 12/1(Km 18.240)

Fig 12/1-2: Borelog details at abutment at Ex. Br no. 12/1(Km 18.240)

Fig 12/1-3: Borelog details at center at Ex. Br no. 12/1(Km 18.240)

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 ML - CL 0 31 62 7

19 1.5 SPT-1 ML - CL 0 29 59 12 25 18 7 1.63 / 1.71 4.88 DST 0 30.0 2.63

2.5 UDS-1

16 3.0 SPT-2 ML - CL 0 29 61 10

54 4.5 SPT-3

5.5 UDS-2

45 6.0 SPT-4 ML - CL 0 29 62 9

50 7.5 SPT-5 SP-SM 0 88 12 0

8.5 UDS-3

46 9.0 SPT-6 SP-SM 0 89 11 0 N P 1.70/1.78 4.95 DST 0 32 2.62

50 10.5 SPT-7

11.5 UDS-4

52 12.0 SPT-6 SP-SM 0 86 14 0

54 13.5 SPT-1

14.5 UDS-5

55 15.0 SPT-2 SP-SM 0 85 15 0

52 16.5 SPT-11

17.5 UDS-6

50 18.0 SPT-12 SP-SM 0 91 9 0

53 19.5 SPT-13

20.5 UDS-7

51 21.0 SPT-14 SP-SM 0 92 8 0

52 22.5 SPT-15

23.5 UDS-8

55 24.0 SPT-16 SP-SM 0 88 12 0

57 25.5 SPT-17

26.0 UDS-9

59 27.0 SPT-18 SP-SM 0 90 10 0

60 28.5 SPT-19

29.5 UDS-10

65 30.0 SPT-20 SP-SM 0 87 13 0

Table 12/1 - 2: Soil Profile At Bridge No. 12/1 ( Km 18+240) at abutment location

BH - (Abutment)STRUCTURE : BRIDGE NO 12/1TERMINAL DEPTH (m)

MOISTURE

CONTENT

DRY/BULK

DENSITY

LIQUID

LIMITDESCRIPTIO

N OF SOIL

DEPTH

(M)

GRAIN SIZE ANALYSIS

N

VALUESSAMPLE

IS CLASSIF -

ICATION

Yellowish

Grey Clay

Yellowish

Grey coarse

sand

PLASTICITY

INDEX

SPECIFIC

GRAVITY

PLASTIC

LIMIT

Chainage : 18 + 240 Km WATER TABLE 2.40m

SHEAR PARAMETER

TEST TYPE

30.00

8. Bridge at Km 19.575 ( Existing Structural no: 13/2)

Existing bridge is a single span bridge with a span length of 19.4m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 13/2-1

& 13/2-2

A summary of the borehole details are presented on Fig 13/1-1( at Abutment)

Fig 13/2-1: Borelog details at abutment at Ex. Br no. 13/2(Km 19.575)

GRAVEL SAND SILT CLAY

COHESION

INTERCEPT

( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.0 DS-1 Clay Silty Sand ML - CL 0 28 62 10

17 1.5 SPT-1 ML -CL 6 28 55 11 24 18 6 1.59 / 1.66 4.22 DST 0 30.5 2.63

2.5 UDS-1

16 3.0 SPT-2 ML - CL 4 29 58 9

29 4.5 SPT-3

5.5 UDS-2

30 6.0 SPT-4 ML - CL 5 31 54 10

32 7.5 SPT-5

8.5 UDS-3

36 9.0 SPT-6 ML - CL 6 30 54 10

37 10.5 SPT-7

11.5 UDS-4

43 12.0 SPT-8 SM 0 57 43 0 N P 1.63/1.73 5.85 DST 0 32.5 2.63

47 13.5 SPT-9

14.5 UDS-5

58 15.0 SPT-10 SM 0 56 44 0

40 16.5 SPT-11

17.5 UDS-6

44 18.0 SPT-12 SM 0 60 40 0

46 19.5 SPT-13

20.5 UDS-7

49 21.0 SPT-14 SM 0 66 34 0

52 22.5 SPT-15

23.5 UDS-8

57 24.0 SPT-16 SM 6 56 38 0 N P 1.67/1.77 6.20 DST 0 34.0 2.64

62 25.5 SPT-17

26.0 UDS-9

66 27.0 SPT-18 SM 5 60 35 0

71 28.5 SPT-19

29.5 UDS-10

76 30.0 SPT-20 SM 4 62 34 0

Silty sand with

Gravel

Silty Sand

TERMINAL DEPTH (m)WATER TABLE 1.0 m

SPECIFIC

GRAVITY

Clay silt with

Gravels

N

VALUESTEST TYPE

IS CLASSIF -

ICATION

MOISTURE

CONTENT

DRY/BULK

DENSITY

STRUCTURE : BRIDGE NO 13/ 2

DESCRIPTION OF

SOIL

DEPTH

(M)

Table 13/2-1 : Soil Profile At Bridge No. 13/2( Km 19.575) at abutment location

BH -Abutment Chainage - 19 + 575 km

SAMPLE

GRAIN SIZE ANALYSIS

30.0 m

LIQUID

LIMIT

PLASTICITY

INDEX

SHEAR PARAMETER

PLASTIC

LIMIT

9. Bridge at Km 22.470 ( Existing Structural no: 15/1)

Existing bridge is a single span bridge with a span length of 27.5m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 15/1-1

& 15/1-2

A summary of the borehole details are presented on Fig 15/1-1( at Abutment)

Fig 15/1-1: Borelog details at abutment at Ex. Br no. 15/1-1(Km 22.470)

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.0 DS-1 River Bolder

14 1.5 SPT-1

Yellowish

Clay with

garvels

ML - CL 5 27 56 12 25 18 7 1.54 / 1.61 4.50 DST 0 28.5 2.63

2.5 UDS-1

19 3.0 SPT-2

Reddish

yellowish clay

silt with gravels

ML - CL 6 29 57 8 24 19 5 1. 63/ 1.71 5.10 DST 0 30.0 2.64

19 4.5 SPT-3

5.5 UDS-2

28 6.0 SPT-4

Ridesh

yellowish clay

silt with gravels

ML - CL 5 27 60 8

26 7.5 SPT-5Yellowish clay

with gravelsML - CL 6 25 62 7 23 17 6 1. 64/ 1.73 5.60 DST 0 32.0 2.65

8.5 UDS-3

28 9.0 SPT-6

32 10.5 SPT-7Yellowish clay

with gravelsML - CL 5 28 58 9

11.5 UDS-4

32 12.0 SPT-8

Yellowish Grey

Clay with

Kankar

ML - CL 6 31 55 8 25 18 7 1.65/1.75 5.80 DST 0 33.0 2.64

29 13.5 SPT-9

14.5 UDS-5

31 15.0 SPT-10

Yellowish Grey

Clay with

Kankar

ML - CL 5 29 56 10

36 16.5 SPT-11

17.5 UDS-6

44 18.0 SPT-12

Yellowish Grey

Clay with

Kankar

ML - CL 5 31 57 7

48 19.5 SPT-13

20.5 UDS-7

52 21.0 SPT-14

Yellowish Grey

Clay with

Kankar

ML - CL 5 29 58 8

53 22.5 SPT-15

23.5 UDS-8

59 24.0 SPT-16

Yellowish Grey

Clay with

Kankar

ML - CL 0 33 59 8

62 25.5 SPT-17Yellowish clay

with gravelsML - CL

6 27 59 927 19 8 1.68/1.78 6.00 DST 0 34.0 2.64

26.0 UDS-9

69 27.0 SPT-18Yellowish clay

with gravelsML - CL 5 28 60 7

65 28.5 SPT-19

29.5 UDS-10

72 30.0 SPT-20Yellowish clay

with gravelsML - CL 7 27 56 10

GRAIN SIZE ANALYSIS

N

VALUESSAMPLE

SHEAR PARAMETER

SPECIFIC

GRAVITY

MOISTURE

CONTENT

DRY/BULK

DENSITYIS CLASSIF -

ICATION

PLASTIC

LIMIT

Chainage 22+470 KmTERMINAL DEPTH (m)

WATER TABLE 1.50m

TEST TYPE

Borehole- AbutmentSTRUCTURE : BRIDGE NO 15/1

DESCRIPTION

OF SOIL

DEPTH

(M)

Table 15/1 - 1 : Soil Profile At Bridge No. 15/1 ( Km 22+470) at abutment location

30.0 m

LIQUID

LIMIT

PLASTICITY

INDEX

10. Bridge at Km 25.130 ( Existing Structural no: 16/2)

Existing bridge is a single span bridge with a span length of 27.5m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 16/2-1

& 16/2-2

A summary of the borehole details are presented on Fig 16/2-1( at Abutment)

Fig 16/2-1: Borelog details at abutment at Ex. Br no. 16/2(Km 25.130)

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 ML - CL 0 27 65 8

14 1.5 SPT-1 ML - CL 0 28 65 7 25 19 6 1.62 / 1.70 4.88 DST 0 31.5 2.68

2.5 UDS-1

15 3.0 SPT-2 ML - CL 0 29 60 11 25 20 5 1.63 / 1.72 5.38 DST 0 32.0 2.65

18 4.5 SPT-3

5.5 UDS-2

26 6.0 SPT-4 ML - CL 0 29 61 10

28 7.5 SPT-5

8.5 UDS-3

29 9.0 SPT-6 ML - CL 0 31 57 12

38 10.5 SPT-7

11.5 UDS-4

50 12.0 SPT-8 ML - CL 0 28 63 9

55 13.5 SPT-9

14.5 UDS-5

59 15.0 SPT-10 ML - CL 0 26 65 9

50 16.5 SPT-11

17.5 UDS - 6

56 18.0 SPT-12 ML - CL 0 29 64 7

60 19.5 SPT-13

20.5 UDS - 7

63 21.0 SPT-14 ML - CL 0 32 57 11

65 22.5 SPT-15 ML - CL 5 28 60 7 26 20 6 1.74 / 1.84 5.88 DST 0 35.0 2.69

23.5 UDS - 8

69 24.0 SPT-16 ML - CL 6 28 59 7

74 25.5 SPT-17

26.5 UDS - 9

72 27.0 SPT-18 ML - CL 7 26 60 7

75 28.5 SPT-19

29.5 UDS - 10

82 30.0 SPT-20 ML - CL 6 27 59 8

Table 16/2 -1 : Soil Profile At Bridge No. 16/2 ( Km 25+130) at abutment location

BH - Abutment

Clay Silt with

Gravels

Grey Clay Silt

Yellowish Clay

Silt

DEPTH

(M)SAMPLE

30.0 m

LIQUID

LIMIT

Chainage : 25 + 130 Km WATER TABLE 1.40 m

SHEAR PARAMETER

PLASTICITY

INDEX

TERMINAL DEPTH (m)

SPECIFIC

GRAVITY

MOISTURE

CONTENT

DRY/BULK

DENSITY TEST

TYPE

STRUCTURE : BRIDGE NO 16 / 2

DESCRIPTION OF

SOIL

PLASTIC

LIMITN VALUESIS CLASSIF -

ICATION

GRAIN SIZE ANALYSIS

11. Bridge at Km 27.290 ( Existing Structural no: 18/1)

Existing bridge is a two span bridge with a total length of 58.2m. One borehole has been

carried out at abutment location and other at center location.. The bore drilled upto 30 m

depth.

Detailed description of the materials encountered at the borehole are presented in Table 18/1-1

to 18/1-24

A summary of the borehole details are presented on Fig 18/1-1( at Abutment) and Fig18/1-2

(at center)

Fig 18/1-1: Borelog details at abutment at Ex. Br no. 18/1(Km 27.290)

Fig 18/1-2: Borelog details at center at Ex. Br no. 18/1(Km 27.290)

GRAVEL SAND SILT CLAY

COHESION

INTERCEPT ( c

)

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1Greyish Silty

SandSM 0 52 48 0

13 1.5 SPT-1 SM 0 55 45 0

2.5 UDS-1

19 3.0 SPT-2 SM 0 54 46 0 N P 1.65 / 1.76 6.50 DST 0 30.5 2.62

23 4.5 SPT-3

5.5 UDS-2

24 6.0 SPT-4 SP - SM 0 87 13 0 N P 1.72 / 1.77 3.00 DST 0 31.0 2.64

31 7.5 SPT-5

8.5 UDS-3

34 9.0 SPT-6Greyish Coarse

SandSP - SM 0 86 14 0

32 10.5 SPT-7 SM 0 65 35 0 N P 1.75 / 1.84 5.00 DST 0 32.5 2.64

11.5 UDS-4

36 12.0 SPT-8 SP - SM 0 89 11 0 N P 1.77 / 1.85 4.60 DST 0 33.0 2.65

38 13.5 SPT-9

14.5 UDS-5

44 15.0 SPT-10 SP - SM 0 88 12 0

52 16.5 SPT-11

17.5 UDS-6

50 18.0 SPT-12 SP - SM 0 85 15 0

53 19.5 SPT-13

20.5 UDS-7

51 21.0 SPT-14 SP - SM 0 90 10 0

52 22.5 SPT-15 SM 5 62 33 0 N P 1.80/1.90 5.37 DST 0 34.0 2.65

23.5 UDS-8

55 24.0 SPT-16 SM 6 52 42 0

57 25.5 SPT-17

26.0 UDS-9

59 27.0 SPT-18 SM 7 57 36 0

60 28.5 SPT-19

29.5 UDS-10

64 30.0 SPT-20 SM 5 63 32 0

SPECIFIC

GRAVITY

30.0 m

LIQUID

LIMIT

PLASTICITY

INDEX

TERMINAL DEPTH (m)

Table 18/1 -1 : Soil Profile At Bridge No. 18/1 ( Km 27+290) at abutment location

WATER TABLE 2.30 m

DESCRIPTION OF

SOIL

DEPTH

(M)

BH - ( Abutment

)STRUCTURE : BRIDGE NO 18 / 1

PLASTIC

LIMIT

GRAIN SIZE ANALYSIS

N VALUES SAMPLE

SHEAR PARAMETER

TEST

TYPE

IS CLASSIF -

ICATION

MOISTURE

CONTENT

DRY/BULK

DENSITY

Greyish Silty

Sand

Greyish Fine to

Medium Coarse

Sand

Mix Coarse Sand

Yellowish Silty

Sand

Silty Sand with

Gravels

Greyish Fine to

Medium Coarse

Sand

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 Filled Up

1.5 SPT-1

2.5 UDS-1

28 3.0 SPT-2Coarse Sand with

GravelsSP - SM 5 85 10 0 N P 1.65 / 1.74 5.50 DST 0 29.5 2.62

32 4.5 SPT-3 ML - CL 0 20 73 7 28 21 7 1.72 / 1.82 5.60 DST 0 31.0 2.64

5.5 UDS-2

32 6.0 SPT-4 SP - SM 0 85 15 0 N P 1.73 / 1.82 5.25 DST 0 32.5 2.64

32 7.5 SPT-5

8.5 UDS-3

39 9.0 SPT-6 SP - SM 0 87 13 0

39 10.5 SPT-7

11.5 UDS-4

43 12.0 SPT-8

Grey Fine to

Medium Coarse

Sand

SP - SM 0 86 14 0

36 13.5 SPT-9 SP - SM 0 88 12 0

14.5 UDS-5

41 15.0 SPT-10 SP - SM 0 89 11 0

40 16.5 SPT-11

17.5 UDS-6

40 18.0 SPT-12 SP - SM 0 90 10 0

54 19.5 SPT-13

20.5 UDS-7

82 21.0 SPT-14 SP - SM 4 86 10 0

87 22.5 SPT-15

23.5 UDS-8

24.0 SPT-16 SP - SM 6 85 9 0

82 25.5 SPT-16

26.5 UDS-9

84 27.0 SPT-18 SP - SM 7 86 7 0

85 28.5 SPT-19

29.5 UDS-10

88 30.0 SPT-20 SP - SM 5 84 11 0

Table 18/1 -2 : Soil Profile At Bridge No. 18/1 ( Km 27+290) at center location

Fine to Medium

Coarse Sand with

Gravels

Grey Coarse

Sand

Grey Coarse

Sand

MOISTURE

CONTENT

DRY/BULK

DENSITY

River Blown

Deposit

Grey Clay with

Coarse Sand

LIQUID

LIMIT

PLASTICITY

INDEX

TERMINAL DEPTH (m)

IS CLASSIF -

ICATION

PLASTIC

LIMIT

SHEAR PARAMETER

TEST

TYPE

WATER TABLE 1.40 m

SPECIFIC

GRAVITY

30.0 m

DESCRIPTION OF

SOIL

DEPTH

(M)

GRAIN SIZE ANALYSIS

N VALUES

STRUCTURE : BRIDGE NO 18 / 1BH -

( Center )

SAMPLE

12. Bridge at Km 27.725 ( Existing Structural no: 18/2)

Existing bridge is a single span bridge with a span length of 18.4m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 18/2-1

& 18/2-2

A summary of the borehole details are presented on Fig 18/2-1(at Abutment)

Fig 18/2-1: Borelog details at abutment at Ex. Br no. 18/2(Km 27.725)

GRAVEL SAND SILT CLAY

COHESION

INTERCEPT

( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 ML 5 27 64 3

23 1.5 SPT-1 ML 6 40 50 4 19 16 3 1.62/1.69 4.15 DST 0 28.5 2.63

2.5 UDS-1

9 3.0 SPT-2 ML - CL 0 32 57 11 22 17 5 1.63/1.71 4.70 DST 0 30.0 2.64

14 4.5 SPT-3

5.5 UDS-2

20 6.0 SPT-4 ML - CL 0 27 62 11

23 7.5 SPT-5

8.5 UDS-3

38 9.0 SPT-6 ML-CL 6 27 60 7 26 18 6 1.65/1.73 4.90 DST 0 31.0 2.64

31 10.5 SPT-7

11.5 UDS-4

50 12.0 SPT-8 ML - CL 7 30 54 9

46 13.5 SPT-9

14.5 UDS-5

55 15.0 SPT-10 ML - CL 0 29 59 12 25 18 7 1.66/1.75 5.35 DST 0 32.0 2.64

48 16.5 SPT-11

17.5 UDS-6

50 18.0 SPT-12 ML - CL 5 31 57 7

50 19.5 SPT-13

20.5 UDS-7

53 21.0 SPT-14 ML - CL 0 30 60 10

56 22.5 SPT-15

23.5 UDS-8

58 24.0 SPT-16 ML - CL 0 33 59 8

61 25.5 SPT-17 ML - CL 6 27 59 9 27 20 7 1.67/1.77 6.10 DST 0 33.5 2.64

26.0 UDS-9

65 27.0 SPT-18 ML - CL 5 28 60 7

68 28.5 SPT-19

29.5 UDS-10

74 30.0 SPT-20 ML - CL 7 27 56 10

SAMPLEIS CLASSIF -

ICATIONDESCRIPTION OF SOIL

DEPTH

(M)

STRUCTURE : BRIDGE NO 18/2

N VALUES

PLASTICITY

INDEX

Chainage : 27 + 725 Km

GRAIN SIZE ANALYSIS

Gery clay with gravels

BH-Abutment

PLASTIC

LIMIT

TERMINAL DEPTH (m)

MOISTURE

CONTENT

DRY/BULK

DENSITY

Table 18/2 -1 : Soil Profile At Bridge No. 18/2 ( Km 27+725) at abutment location

SPECIFIC

GRAVITY

SHEAR PARAMETER

TEST TYPE

WATER TABLE 1.00 m

Yellowish Clay silty sand

30.0 m

LIQUID

LIMIT

Yellowish clay with gravels

Yellowish Clay with kankars

Yellowish Clay silt

13. Bridge at Km 31.040 ( Existing Structural no: 20/2)

Existing bridge is a two span bridge with a total length of 58.2m. Two borehole has been

carried out at abutment and center locations. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 20/2-1

to 20/2-4

A summary of the borehole details are presented on Fig 20/2-1( at Abutment) & Fig 20/2-2( at

center)

Fig 20/2-1: Borelog details at abutment at Ex. Br no. 20/2(Km 31.040)

Fig 20/2-2: Borelog details at center at Ex. Br no. 20/2(Km 31.040)

GRAVEL SAND SILT CLAY COHESION INTERCEPT (

c )

ANGLE OF INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 SM 0 55 45 0

18 1.5 SPT-1 SM 0 52 48 0 N P 1.66 / 1.75 5.50 DST 0 30.5 2.61

2.5 UDS-1

23 3.0 SPT-2 Greyish Coarse Sand SP -SM 0 87 13 0 N P 1.67 / 1.77 6.20 DST 0 31.5 2.63

34 4.5 SPT-3 SP -SM 0 88 12 0

5.5 UDS-2

44 6.0 SPT-4 SM 0 51 49 0 N P 1.73 / 1.85 6.84 DST 0 34.0 2.65

42 7.5 SPT-5

8.5 UDS-3

54 9.0 SPT-6 SM 0 56 44 0

53 10.5 SPT-7

11.5 UDS-4

55 12.0 SPT-8 SM 0 60 40 0

47 13.5 SPT-9

14.5 UDS-5

60 15.0 SPT-10 SM 0 62 38 0

53 16.5 SPT-11

17.5 UDS - 6

55 18.0 SPT-12 SM 0 63 37 0

57 19.5 SPT-13

20.5 UDS - 7

60 21.0 SPT-14Sillty Fine to Medium

Sand with GravelsSM 0 64 36 0 N P 1.74 / 1.87 7.34 DST 0 34.5 2.65

61 22.5 SPT-15 SP -SM 0 85 15 0 N P 1.76 / 1.88 6.34 DST 0 35.0 2.64

23.5 UDS - 8

64 24.0 SPT-16 SP -SM 0 86 14 0

67 25.5 SPT-17 SM 0 53 47 0 N P 1.77 / 1.91 7.84 DST 0 35.5 2.61

26.5 UDS - 9

67 27.0 SPT-18 SM 0 54 46 0

72 28.5 SPT-19

29.5 UDS - 10

78 30.0 SPT-20 SM 0 57 43 0

TERMINAL DEPTH (m)

Table 20/2 - 1 : Soil Profile At Bridge No. 20/2 ( Km 31+040) at abutment location BH - 13

( Abutment )

SHEAR PARAMETERMOISTURE

CONTENT

DRY/BULK

DENSITY

STRUCTURE : BRIDGE NO 20 / 2

N VALUES

WATER TABLE 3.20 m

SPECIFIC

GRAVITY

Silty Sand with Gravels

PLASTIC

LIMITDEPTH

(M)

GRAIN SIZE ANALYSIS

PLASTICITY INDEXSAMPLE

Coarse Sand with

Gravels

30.0 m

Coarse Sand with

Gravels

Silty Fine To Medium

Sand with Gravels

TEST

TYPE

IS CLASSIF -

ICATION

LIQUID LIMITDESCRIPTION OF SOIL

Greyish Silty Sand

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF

INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

1.5 SPT-1

2.5 UDS-1

53 3.0 SPT-2Yellowish Silty

ClayML 0 35 60 5 17 14 3 1.73 / 1.88 8.80 DST 0 33.5 2.68

45 4.5 SPT-3 SM 5 60 35 0 N P 1.68 / 1.91 13.50 DST 0 34.5 2.60

5.5 UDS-2

45 6.0 SPT-4 SM 0 60 40 0

43 7.5 SPT-5

8.5 UDS-3

55 9.0 SPT-6 SM 0 58 42 0

56 10.5 SPT-7 SM 4 56 40 0

11.5 UDS-4

48 12.0 SPT-8 SM 5 55 40 0

54 13.5 SPT-9 SM 0 65 35 0

14.5 UDS-5

66 15.0 SPT-10 SM 0 55 45 0

64 16.5 SPT-11

17.5 UDS-6

68 18.0 SPT-12 SM 0 54 46 0

54 19.5 SPT-13 SM 0 52 48 0

20.5 UDS-7

66 21.0 SPT-14Reddish Mouram

with GravelsSM 5 51 44 0

78 22.5 SPT-15 ML - CL 6 32 55 7 21 17 4 1.74 / 1.98 14.00 DST 0 36.0 2.68

23.5 UDS - 8

64 24.0 SPT-16 ML - CL 11 31 46 12

67 25.5 SPT-17

26.5 UDS - 9

67 27.0 SPT-18 ML - CL 12 32 48 8

72 28.5 SPT-19

29.5 UDS - 10

78 30.0 SPT-20 ML - CL 13 27 51 9

Table 20/2 - 2 : Soil Profile At Bridge No. 20/2 ( Km 31+040) at Center location

Yellowish Silty

Sand

Yellowish Silty

Fine to Medium

Sand

Clay Silt with

Gravels

Yellowish Silty

Sand

Yellowish Silty

Sand with

Gravels

Yellowish Silty

Fine to Medium

Sand

WATER TABLE 0.00 m30.0 m

LIQUID

LIMIT

PLASTICITY

INDEX

TERMINAL DEPTH (m)

SHEAR PARAMETER

DEPTH (M)

GRAIN SIZE ANALYSIS

SAMPLEIS CLASSIF -

ICATION

BH - 13

( Center )STRUCTURE : BRIDGE NO 20 / 2

DESCRIPTION OF

SOIL

SPECIFIC

GRAVITYN VALUES

River Bolders

Yellowish Silty

Sand with

Gravels

TEST TYPE

MOISTURE

CONTENT

DRY/BULK

DENSITY

PLASTIC

LIMIT

14. Bridge at Km 34.620 ( Existing Structural no: 22/1)

Existing bridge is a three span bridge with a total length of 64.3m. Two boreholes have been

carried out at abutment and center locations. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 22/1-1

to 22/1-4

A summary of the borehole details are presented on Fig 22/1-1( at Abutment) & Fig 22/1-2

( at center)

Fig 22/1-1: Borelog details at abutment at Ex. Br no. 22/1(Km 34.620)

Fig 22/1-2: Borelog details at center at Ex. Br no. 22/1(Km 34.620)

GRAVEL SAND SILT CLAY

COHESION

INTERCEPT

( c )

ANGLE OF

INTERNAL

FRICTION

( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

1.5 SPT-1

2.5 UDS-1

3.0 SPT-2

4.5 SPT-3

5.5 UDS-2

61 6.0 SPT-4 SM 0 52 48 0 N P 1.66 / 1.85 11.20 DST 0 33.5 2.60

60 7.5 SPT-5

8.5 UDS-3

72 9.0 SPT-6 SM 0 56 44 0

66 10.5 SPT-7

11.5 UDS-4

62 12.0 SPT-8 SM 0 60 40 0

66 13.5 SPT-9

14.5 UDS-5

74 15.0 SPT-10 SM 0 64 36 0

49 16.5 SPT-11

17.5 UDS - 6

51 18.0 SPT-12 SM 0 54 46 0

55 19.5 SPT-13 SM 0 55 45 0 N P 1.73 / 1.93 11.70 DST 0 34.5 2.68

20.5 UDS - 7

57 21.0 SPT-14 SM 0 57 43 0

59 22.5 SPT-15

23.5 UDS - 8

64 24.0 SPT-16 SM 0 58 42 0

64 25.5 SPT-17

26.5 UDS - 9

69 27.0 SPT-18 SM 0 59 41 0

74 28.5 SPT-19

29.5 UDS - 10

79 30.0 SPT-20 SM 0 61 39 0

Table 22/1 - 1 : Soil Profile At Bridge No. 22/1 ( Km 34+620) at abutment location BH - 14

( Abutment )

N

VALUESSAMPLE

TERMINAL DEPTH (m)STRUCTURE : BRIDGE NO 22/ 1

DESCRIPTION OF

SOIL

DEPTH

(M)

GRAIN SIZE ANALYSIS

WATER TABLE 5.20 m

SHEAR PARAMETER

TEST

TYPE

30.0 m

LIQUID

LIMIT

PLASTICITY

INDEX

IS

CLASSIF -

ICATION

PLASTIC

LIMIT

MOISTURE

CONTENT

DRY/BULK

DENSITYSPECIFIC

GRAVITY

Silty Sand

Silty Fine to Medium

Sand

River Bolders

GRAVEL SAND SILT CLAY COHESION INTERCEPT ( c

)ANGLE OF INTERNAL FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

1.5 SPT-1

2.5 UDS-1

3.0 SPT-2

4.5 SPT-3

5.5 UDS-2

40 6.0 SPT-4Yellowish

Coarse SandSP - SM 0 85 15 0 N P 1.68 / 1.77 5.50 DST 0 33.5 2.64

51 7.5 SPT-5 SM 0 52 48 0

8.5 UDS-3

49 9.0 SPT-6 SM 0 56 44 0 N P 1.69 / 1.79 6.00 DST 0 34.5 2.62

63 10.5 SPT-7

11.5 UDS-4

48 12.0 SPT-8 SM 0 60 40 0

57 13.5 SPT-9

14.5 UDS-5

63 15.0 SPT-10 SM 0 64 36 0

61 16.5 SPT-11

17.5 UDS-6

74 18.0 SPT-12 SM 0 68 32 0

73 19.5 SPT-13

20.5 UDS-7

82 21.0 SPT-14 SP - SM 0 86 14 0 N P 1.72 / 1.81 5.00 DST 0 35.5 2.67

70 22.5 SPT-15

23.5 UDS-8

78 24.0 SPT-16 SP - SM 0 87 13 0

82 25.5 SPT-17 SM 0 53 47 0 N P 1.72 / 1.83 6.50 DST 0 36.5 2.65

26.5 UDS - 9

69 27.0 SPT-18 SM 0 54 46 0

74 28.5 SPT-19

29.5 UDS - 10

79 30.0 SPT-20 SM 0 55 45 0

Yellowish

Coarse Sand

Yellowish Silty

Sand

SPECIFIC

GRAVITY

SHEAR PARAMETER

TEST TYPE

Silty Fine to

Medium Sand

River Bolders

30.0 m

LIQUID

LIMIT

PLASTICITY

INDEX

PLASTIC

LIMIT

WATER TABLE 0 m

MOISTURE

CONTENT

DRY/BULK

DENSITY

Table 22/1 - 2: Soil Profile At Bridge No. 22/1 ( Km 34+620) at Center location

BH - 14 ( Center )

DESCRIPTION OF

SOIL

DEPTH

(M)

GRAIN SIZE ANALYSIS

N

VALUESSAMPLE

IS CLASSIF -

ICATION

TERMINAL DEPTH (m)STRUCTURE : BRIDGE NO 22/ 1

15. Bridge at Km 36.930 ( Existing Structural no: 24/1)

Existing bridge is a single span bridge with a span length of 30.5m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 24/1-1

t0 24/1-2. A summary of the borehole details is presented on Fig 24/1-1( at Abutment)

Fig 24/1-1: Borelog details at abutment at Ex. Br no. 24/1(Km 36.930)

GRAVEL SAND SILT CLAY COHESION INTERCEPT ( c ) ANGLE OF INTERNAL FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 SP-SM 0 80 20 0

22 1.5 SPT-1 SP-SM 0 85 15 0 N P 1.58/1.64 3.80 DST 0 30.0 2.63

2.5 UDS-1

16 3.0 SPT-2 ML - CL 0 26 62 12 22 18 4 1.61/1.67 4.00 DST 0 31.0 2.64

21 4.5 SPT-3

5.5 UDS-2

24 6.0 SPT-4 ML - CL 0 29 62 9

18 7.5 SPT-5

8.5 UDS-3

30 9.0 SPT-6 ML-CL 0 27 62 11

34 10.5 SPT-7

11.5 UDS-4

36 12.0 SPT-8 ML - CL 5 29 57 9

42 13.5 SPT-9

14.5 UDS-5

42 15.0 SPT-10 ML - CL 0 28 62 10

38 16.5 SPT-11

17.5 UDS-6

42 18.0 SPT-12 ML - CL 5 31 57 7

44 19.5 SPT-13

20.5 UDS-7

48 21.0 SPT-14 ML - CL 0 30 60 10

50 22.5 SPT-15

23.5 UDS-8

54 24.0 SPT-16 ML - CL 0 32 60 8

56 25.5 SPT-17 ML - CL 6 27 58 9 27 20 7 1.67/1.77 6.10 DST 0 33.0 2.64

26.0 UDS-9

59 27.0 SPT-18 ML - CL 5 28 60 7

63 28.5 SPT-19

29.5 UDS-10

68 30.0 SPT-20 ML - CL 7 27 56 10

N VALUESDEPTH

(M)

PLASTIC LIMIT

Yellowish clay

with gravels

LIQUID

LIMIT

PLASTICITY

INDEX SPECIFIC

GRAVITY

Chainage : 36 + 930 Km30.00

WATER TABLE 2.20 mSTRUCTURE : BRIDGE NO 24 / 1TERMINAL DEPTH (m)

MOISTURE

CONTENT

DRY/BULK

DENSITY

Yellowish Clay

silt

Table 24/1-1 : Soil Profile At Bridge No. 24/1 ( Km 36+930) at abutment location

BH-15

Gery coarse sand

SAMPLEIS CLASSIF -

ICATION

SHEAR PARAMETER

TEST TYPE

GRAIN SIZE ANALYSIS

DESCRIPTION OF

SOIL

16. Bridge at Km 42.075 ( Existing Structural no: 27/1)

Existing bridge is a single span bridge with a span length of 15.5m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 27/1-1

& 27/1-2. A summary of the borehole details is presented on Fig 27/1-1( at Abutment)

Fig 27/1-1: Borelog details at abutment at Ex. Br no. 27/1(Km 42.075)

GRAVEL SAND SILT CLAY COHESION

INTERCEPT ( c )

ANGLE OF INTERNAL

FRICTION ( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

22 1.5 SPT-1 Gery coarse sand SP-SM 0 85 15 0 N P 1.61/1.66 2.95 DST 0 30.0 2.63

2.5 UDS-1

16 3.0 SPT-2 Yellowish Clay silt ML - CL 0 26 62 12 22 18 4 1.58/1.64 3.80 DST 0 31.0 2.64

21 4.5 SPT-3

5.5 UDS-2

24 6.0 SPT-4 Yellowish Clay silt ML - CL 0 29 62 9

18 7.5 SPT-5

8.5 UDS-3

30 9.0 SPT-6 Yellowish Clay silt ML-CL 0 27 62 11

34 10.5 SPT-7

11.5 UDS-4

36 12.0 SPT-8 Yellowish Clay silt ML - CL 5 29 57 9

42 13.5 SPT-9

14.5 UDS-5

42 15.0 SPT-10 Yellowish Clay silt ML - CL 0 23 67 10

38 16.5 SPT-11

17.5 UDS-6

42 18.0 SPT-12 Yellowish Clay silt ML - CL 5 31 57 7

44 19.5 SPT-13

20.5 UDS-7

48 21.0 SPT-14 Yellowish Clay silt ML - CL 0 30 60 10

50 22.5 SPT-15

23.5 UDS-8

54 24.0 SPT-16Yellowish clay with

gravelsML - CL 0 33 59 8

56 25.5 SPT-17Yellowish clay with

gravelsML - CL

6 27 59 927 19 8 1.67/1.77 6.10 DST 0 33.0 2.64

26.0 UDS-9

59 27.0 SPT-18Yellowish clay with

gravelsML - CL 5 28 60 7

63 28.5 SPT-19

29.5 UDS-10

68 30.0 SPT-20Yellowish clay with

gravelsML - CL 7 27 56 10

Table 27/1-2: Soil Profile At Bridge No. 27/1 ( Km 42+075) at abutment location

WATER TABLE 2.20 mChainage : 42 + 075 KmSTRUCTURE : BRIDGE NO 27/1 TERMINAL DEPTH (m)

SPECIFIC

GRAVITYSAMPLE

IS

CLASSIF -

ICATION

SHEAR PARAMETER

TEST TYPE

GRAIN SIZE ANALYSIS

Filled Up

DESCRIPTION OF

SOIL

LIQUID

LIMIT

MOISTURE

CONTENT

DRY/BULK

DENSITYDEPTH (M)N

VALUES

30.0 m

PLASTICITY

INDEX

PLASTIC

LIMIT

BH-16

17. Bridge at Km 43.630 ( Existing Structural no: 28/1)

Existing bridge is a two span bridge with a total length of 2x30.50m. Two borehole has been

carried out one at abutment location and one at center. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 28/1-1

and Table 28/1-4. A summary of the borehole details is presented on Fig 28/1-1( at Abutment) &

Fig 28/1-2( at Center)

Fig 28/1-1: Borelog details at abutment at Ex. Br no. 28/1(Km 43.630)

Fig 28/2-1: Borelog details at Centre at Ex. Br no. 28/1(Km 43.630)

GRAVEL SAND SILT CLAY COHESION INTERCEPT ( c )ANGLE OF INTERNAL FRICTION

( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1

1.5 SPT-1

2.5 UDS-1

3.0 SPT-2

52 4.5 SPT-3 ML - CL 0 27 66 7

5.5 UDS-2 ML - CL 0 27 65 8 25 21 4 1.61 / 1.70 5.90 UUT 0.372 14.0 2.66

57 6.0 SPT-4

49 7.5 SPT-5

8.5 UDS-3

66 9.0 SPT-6 SP - SM 0 85 15 0

70 10.5 SPT-7

11.5 UDS-4

50 12.0 SPT-8 SP - SM 0 86 14 0 N P 1.60 / 1.70 6.50 DST 0 32.5 2.64

71 13.5 SPT-9

14.5 UDS-5

70 15.0 SPT-10 SP - SM 0 87 13 0

76 16.5 SPT-11 SM 0 52 48 0

17.5 UDS-6

83 18.0 SPT-12 SM 0 56 44 0 N P 1.71 / 1.84 7.50 DST 0 33.0 2.65

90 19.5 SPT-13 SM 0 60 40 0

20.5 UDS-7

74 21.0 SPT-14 SM 0 64 36 0 N P 1.70 / 1.84 8.00 DST 0 34.5 2.63

75 22.5 SPT-15

23.5 UDS-8

75 24.0 SPT-16 SM 0 53 47 0

78 25.5 SPT-17

26.0 UDS-9

80 27.0 SPT-18 SM 0 54 46 0

71 28.5 SPT-19

29.5 UDS-10

80 30.0 SPT-20 SM 0 55 45 0

Table 28/1-4: Soil Profile At Bridge No. 28/1 ( Km 43+630) at center location

WATER TABLE 0.90 m

Yellowish Clay with Coarse

Sand

N

VALUE

S

SAMPLE

30.0 m

DEPTH (M)

GRAIN SIZE ANALYSIS

Silty Sand

River Bolders

Yellowish Silty Sand

Yellowish Coarse Sand

SHEAR PARAMETER

TEST

TYPE

PLASTICITY

INDEX

STRUCTURE : BRIDGE NO 28/ 1TERMINAL DEPTH (m)

BH - 17 ( Center )CHAINAGE

43 + 630 Km

DESCRIPTION OF SOIL

Reddish Silty Sand

IS CLASSIF -

ICATION

PLASTIC

LIMIT

MOISTURE

CONTENT

DRY/BULK

DENSITY

LIQUID

LIMIT SPECIFIC

GRAVITY

18. Bridge at Km 49.510 ( Existing Structural no: 32/1)

Existing bridge is a single span bridge with a total length of 18.4m. One borehole has been

carried out at abutment location. The bore drilled upto 30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 32/1-1

& 32/1-2. A summary of the borehole details is presented on Fig 32/1-1( at Abutment)

Fig 32/1-1: Borelog details at abutment at Ex. Br no. 32/1(Km 49.510)

GRAVEL SAND SILT CLAY COHESION INTERCEPT (

c )

ANGLE OF INTERNAL FRICTION

( f )

% % % % % % % gm/cc % kg/cm2 deg.

0.5 DS-1 ML - CL 6 28 55 11

23 1.5 SPT-1 ML - CL 5 29 56 10 25 18 7 1.61/1.68 4.60 DST 0 29.5 2.64

2.5 UDS-1

25 3.0 SPT-2 ML - CL 5 27 60 8

17 4.5 SPT-3 ML - CL 0 31 57 12 24 18 6 158/1.66 4.90 DST 0 30.5 2.63

5.5 UDS-2

21 6.0 SPT-4 ML - CL 0 27 63 10

17 7.5 SPT-5

8.5 UDS-3

30 9.0 SPT-6 ML-CL 0 27 61 12

34 10.5 SPT-7

11.5 UDS-4

35 12.0 SPT-8 ML-CL 0 32 58 10

45 13.5 SPT-9

14.5 UDS-5

51 15.0 SPT-10 ML-CL 0 26 67 7

52 16.5 SPT-11

17.5 UDS-6

54 18.0 SPT-12 ML - CL 6 31 51 12

55 19.5 SPT-13

20.5 UDS-7

53 21.0 SPT-14 ML-CL 5 29 54 12 22 17 5 1.65/1.75 5.90 DST 0 32.5 2.64

56 22.5 SPT-15

23.5 UDS-8

62 24.0 SPT-16 ML-CL 5 28 59 8

60 25.5 SPT-17

26.0 UDS-9

65 27.0 SPT-18 ML-CL 0 29 59 12

63 28.5 SPT-19

29.5 UDS-10

66 30.0 SPT-20 ML-CL 4 28 57 11

Table 32/1-1 : Soil Profile At Bridge No. 32/1 ( Km 49+510) at abutment location

PLASTIC

LIMIT

GRAIN SIZE ANALYSISDRY/BULK

DENSITY

Cainage - 49 + 510 kmTERMINAL DEPTH (m)

BH - 18 ( Abutment )30.0 m

LIQUID LIMITN VALUES SAMPLE

SHEAR PARAMETER

TEST TYPE

STRUCTURE : BRIDGE NO 32/1

IS CLASSIF -ICATION

MOISTURE

CONTENTDESCRIPTION OF SOIL

WATER TABLE 1.90 m

PLASTICITY

INDEX

Grey clay silt with

Gravels

Yellowish Clay silt

Yellowish Clay Silt

With Gravel

DEPTH

(M)

SPECIFIC

GRAVITY

19. Bridge at Km 49.850 ( Existing Structural no: 32/2)

Existing bridge is a Four span bridge with a total length of 18.5 + 25 + 27.5 + 24.7m. Tnree

borehole has been carried out two at abutment location and one at center. The bore drilled upto

30 m depth.

Detailed description of the materials encountered at the borehole are presented in Table 32/2-1

to Table 32/2-6. A summary of the borehole details is presented on Fig 32/2-1&32/2-2(at

Abutment) & Fig 32/2-3( at Center)

Fig 32/1-1: Borelog details at abutment at Ex. Br no. 32/1(Km 49.850)

Fig 32/2-2: Borelog details at abutment at Ex. Br no. 32/1(Km 49.850)

Fig 32/2-3: Borelog details at Centre at Ex. Br no. 28/1(Km 43.630)