Integral Abutment Bridges - gouv Soil Pressures Left Abutment thermal movement (
Drawing - e Tenders · abutment section abutment raiding returns pier 28.964 7.65 8.25 5.85 9.125...
Transcript of Drawing - e Tenders · abutment section abutment raiding returns pier 28.964 7.65 8.25 5.85 9.125...
533
534
535
536
Nalla Bed Slope L - Section SCALE HOR 1:1000VER 1:100
Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala Near Krishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat Dhavali Mhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )
Chn.
RLs.
HFL=538.300
RTL=544.39
0.3 0.30.9 0.9
1:20 1:209.31 9.31
1.831 1.831
1:5 1:51:6 1:6
0.94 0.94
9.31 9.31
0.9 0.9
4.167
4.167 4.167
1.782 1.782
8
6.7 6.7
10.25 10.25
7 70.3
0.3
SECTIONAL ELEVATION
8.25
7.5
8.25
8.25
4.434 4.434
8.779
FOUNDATION PLAN
Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala NearKrishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat DhavaliMhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )
Back Water Lvels = 542.970
544.26
534.01533.71
532.01
544.26
534.01533.71
533.41533.41 0.35 0.1
0.9
28.11428.164
0.4
0.652 2
8 8
2.63.05
2.450.75
0.45
0.6
0.15533.41533.23
534.01
532.01 532.01
533.41 533.26
534.010.35
0.10.9
8.2
4.65.05
4.45 0.75
0.45 0.6
9.31
0.612.74 2.74
0.61
0.150
0.915
0.3
0.915
0.3
6.484
0.612.742.74
0.61
0.150
0.915
0.3
6.263
0.915
0.3
6.484
29.376
29.064
28.16427.852
3.239 2.6 2.443.079
5.0795.2394.64.44
29.376
29.064
28.16427.852
9.5388.3099.2098.779
9.99
1.681
0.9
1.681
0.9
4.167
6.66.6
1:5 1:6
0.94
9.31
0.9
1.782
0.350.1
0.9
1:5
0.94
9.31
1.782
2
0.4
0.94
9.31
0.6
0.835
3.16
1:4
0.350.1
0.9
0.3 0.9
1:20 9.31
1.831
534.01
533.66
533.56532.66
543.32
543.62 543.62
543.32 543.32
543.62 543.62
543.32
544.34
534.01
533.66
533.56532.66
543.62543.32
544.02
544.26
543.32
543.62
534.01
533.66
533.56532.66
543.32
544.26 544.26
543.32
534.01 534.01
543.62
543.32
534.01
533.66
533.56532.66
ABUTMENT SECTION
ABUTMENT RAIDING RETURNSPIER
28.964
7.65
8.25
5.85
9.125
0.915
0.3
10.25
0.9150.3
0.3
7.5
Box Retuns
Chn.
RLs.
HFL=538.855
DEFINE CROSS SECTION @ D/S 55.00 METER
Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala Near Krishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat Dhavali Mhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )
Compartment No. I Compartment No. II Compartment No. III
DEPTH OF CUTTING
HEIGHT OF BANK
FORMATION LEVEL
GROUND OR ROADSURFACE LEVELS
VERTICAL ALIGNMENT
CHAINAGE
DATUM LINE RL. 538
539
540
541
542
543
544
545
546
547
548
R.T.L
FORMATION
R.T.L - 544.390
DATUM LINE RL. 538
539
540
541
542
543
544
545
546
547
548
DEPTH OF CUTTING
HEIGHT OF BANK
FORMATION LEVEL
GROUND OR ROADSURFACE LEVELS
VERTICAL ALIGNMENT
CHAINAGE
L-SECTION SCALE HOR 1:1000VER 1:100
Name of Work : Construction of Major Bridge Across Old Dhamani Bamani Nala Near Krishna River Between MSH- to Ankali Old Dhamani Bamani Nilaji Krishana Ghat Dhavali Mhaisal Road M,D,R.- 44 @ CH - 2-800 In Tal -Miraj , Dist - Sangali
1.8
1.380.98
1:4
0.6
0.3
@ CH - 2/320 TO 2/365 3.183.78
1.84
1.398
0.6
2.5
1.74
0.3
1.06
0.68
2.5
1:6
1:4
1:1
@ CH -
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.
0.6
2.5
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0.3
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.
1:4
1:1
@ CH -
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.
0.6
2.5
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0.3
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.
1:6
1:4
1:1
@ CH -
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0.6
2.5
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0.3
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1:6
1:4
1:1
@ CH -
Name of Work:Construction of Major Bridge Across Old Dhamani Bamani Nala NearKrishna River Between MSH to Ankali Old Dhamani Bamani Nilaji Krishna Ghat DhavaliMhaisal Road MDR -44 @ KM 2/800 In Tal - Miraj , Dist - Kolhapur. ( Under Nabard - xxi )