bore log data - ministry of external affairs · 2017. 7. 25. · bore log data (enclosure to...
TRANSCRIPT
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)