ID :290 local gadhera

on Chainage 197.800 of Starting from its junction with NH-58 near Meerut in the state of Uttar Pradesh and connecting Bijnor Najibabad Kotdwara Pauri and terminating at junction with NH -58 near Srinagar National Highway

In District unknown Under NH Srinagar Division

Critical Report on Bridge Condition

09 Nov 2023 6.05% 09 Nov 2023 62.01% 14 Jul 2023 0.54% 14 Jul 2023 1.11%

Form Filled By Vishakha [42270313F00220]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 24.69 % 1.18 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 16.05 % 0.76 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 11.11 % 0.53 %
4 10 RIVER 93.94 % 4.47 %
5 10 BEARINGS 74.36 % 3.54 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 62.96 % 3.00 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 35.65 % 1.70 %
8 10 Embankments 88.89 % 4.23 %
9 10 RIVER BED 76.54 % 3.64 %
10 60 SUPERSTRUCTURE 67.46 % 19.27 %
11 60 PIERs 68.89 % 19.68 %
210 Overall 62%

Inspection Team

"7 m span bridge inspection "

(Vishakha )

Additional Assistant Engineer Civil

on Nov 09, 2023

Detail Report

# Parameter Problem ? How Bad? How Much?
1 ROAD APPROCHES AND DECK Component Weightage 10
A- ROAD SURFACE NEAR BRIDGE
a) Bumpy road surface near bridge? Yes Not So Bad Not Much Qty 1
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Not So Bad Some Qty 2
b) Blocked or damaged road drains? Yes Not So Bad Much Qty 3
c) Water on the deck? Yes Bad Not Much Qty 4
d) Blocked or damaged deck drains? NO Problem -- -- 0
C- WEARING COAT
BITUMEN WEARING COURSE
a) Surface breaking up or lifting off? Yes Bad Not Much Qty 4
b) Cracking above joints ? Yes Not So Bad Some Qty 2
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Not So Bad Much Qty 3
a) Damaged or loose kerbs? Yes Not So Bad Not Much Qty 1
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Not So Bad Not Much Qty 1
b) Loose or damaged fixings? Yes Not So Bad Not Much Qty 1
c) Loose base of posts? NO Problem -- -- 0
d) Damaged coatirig or paint on steel surface? Yes Not So Bad Some Qty 2
e) Corrosion on steel surface? Yes Bad Some Qty 5
f) Cracking on Masonary Parapets? Yes Not So Bad Not Much Qty 1
g) Movement or bending of parapet? Yes Not So Bad Not Much Qty 1
h) Poor pointing/ Plaster on parapet? Yes Not So Bad Not Much Qty 1
i) Deterioration of bricks or stones? Yes Not So Bad Not Much Qty 1
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation in joint? Yes Not So Bad Not Much Qty 1
c) Loose or damaged fixtures? Yes Not So Bad Not Much Qty 1
d) Damage or corrosion to metal parts? Yes Not So Bad Not Much Qty 1
e) Damage to rubber waterseals? Yes Not So Bad Not Much Qty 1
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Very Bad Much Qty 9
b) Remains of old bridge under or upstream of the bridge? Yes Very Bad Much Qty 9
c) Fencing or buildings under bridge? Yes Very Bad Much Qty 9
d) Trees or bushes.growing under bridge? Yes Very Bad Some Qty 8
B- CHANGE IN RIVER COURSE
a) River changing path upstream of bridge? Yes Very Bad Much Qty 9
b) New islands forming upstream of bridge? Yes Very Bad Some Qty 8
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Yes Very Bad Some Qty 8
b) Damage to walls? Yes Very Bad Some Qty 8
c) Loss of pitching? Yes Very Bad Some Qty 8
d) Damage to crates, timber, fencing, etc.? Yes Very Bad Some Qty 8
e) Damage to trees? Yes Very Bad Much Qty 9
5 SUPERSTRUCTURE Component Weightage 60
CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Very Bad Much Qty 9
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Very Bad Some Qty 8
c) Water coming through the deck? Yes Very Bad Some Qty 8
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Very Bad Some Qty 8
e) Not enough vertical & horizontal clearances? Yes Very Bad Some Qty 8
CONCRETE BEAMS
a) Cracking? Yes Bad Much Qty 6
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? Yes Bad Some Qty 5
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Very Bad Not Much Qty 7
c) Reinforcement corrosion? Yes Very Bad Some Qty 8
d) Poor concrete? Yes Very Bad Not Much Qty 7
e) Less cover to reinforcement? Yes Bad Some Qty 5
6 BEARINGS Component Weightage 10
METAL BEARINGS
a) Debris or vegetation around bearings? Yes Bad Some Qty 5
b) Bad drainage? Yes Very Bad Much Qty 9
c) Not enough room for the bridge span to move? Yes Very Bad Much Qty 9
d) Bearing not seated properly? Yes Very Bad Much Qty 9
e) Bridge span not seated properly on bearing? Yes Very Bad Much Qty 9
f) Damaged bedding mortar? Yes Very Bad Much Qty 9
g) Damaged or loose earthquake restraints? NO Problem -- -- 0
METAL BEARINGS
a) Parts not properly seated? Yes Very Bad Much Qty 9
b) Parts not free to move? Yes Very Bad Much Qty 9
c) Problem with the lubrication system? Yes Very Bad Much Qty 9
d) Sliding surfaces damaged? NO Problem -- -- 0
e) Cracks or bends in metal parts/ Bearing? Yes Very Bad Some Qty 8
f) Corrosion of metal parts? Yes Not So Bad Some Qty 2
7 Right Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Bad Not Much Qty 4
b) Damage to foundation? Yes Bad Some Qty 5
c) Movement of abutment? Yes Very Bad Not Much Qty 7
d) Debris against abutment? Yes Very Bad Not Much Qty 7
e) Vegetation growing on-or in abutment? NO Problem -- -- 0
f) Scour near to retaining walls? Yes Very Bad Not Much Qty 7
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? Yes Bad Not Much Qty 4
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Much Qty 9
b) Weepholes not working? Yes Very Bad Much Qty 9
c) Water leaking through the abutment? Yes Very Bad Not Much Qty 7
C- CONCRETE WALLS
a) Cracking? Yes Very Bad Not Much Qty 7
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? Yes Very Bad Not Much Qty 7
d) Poor concrete? Yes Very Bad Not Much Qty 7
D- MASONRY WALLS
a) Cracking? NO Problem -- -- 0
b) Bulging? Yes Very Bad Some Qty 8
c) Poor pointing? Yes Very Bad Some Qty 8
d) Deterioration of bricks or stones? Yes Very Bad Some Qty 8
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Some Qty 8
b) Slippage of fill? Yes Very Bad Not Much Qty 7
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? Yes Very Bad Some Qty 8
e) Piping failure of fill? Yes Very Bad Much Qty 9
8 Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Very Bad Much Qty 9
b) Damage to foundation? Yes Bad Not Much Qty 4
c) Movement of abutment? Yes Very Bad Not Much Qty 7
d) Debris against abutment? Yes Very Bad Some Qty 8
e) Vegetation growing on-or in abutment? Yes Very Bad Not Much Qty 7
f) Scour near to retaining walls? Yes Very Bad Some Qty 8
g) Movement of retaining walls? Yes Very Bad Some Qty 8
h) Water leaking down through the expansion joint? Yes Very Bad Some Qty 8
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Much Qty 9
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Yes Very Bad Much Qty 9
C- CONCRETE WALLS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
D- MASONRY WALLS
a) Cracking? NO Problem -- -- 0
b) Bulging? NO Problem -- -- 0
c) Poor pointing? NO Problem -- -- 0
d) Deterioration of bricks or stones? NO Problem -- -- 0
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? NO Problem -- -- 0
b) Slippage of fill? NO Problem -- -- 0
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? NO Problem -- -- 0
e) Piping failure of fill? NO Problem -- -- 0
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Very Bad Some Qty 8
b) Poor pointing? Yes Bad Much Qty 6
c) Scour or erosion at edge? Yes Bad Much Qty 6
d) Pieces broken off? Yes Very Bad Much Qty 9
e) Piping failure of fill? Yes Very Bad Much Qty 9
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Very Bad Not Much Qty 7
b) Damage to crates or ties? Yes Very Bad Much Qty 9
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Yes Very Bad Much Qty 9
b) Settlement? Yes Very Bad Much Qty 9
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Yes Bad Much Qty 6
b) Loss of material Yes Bad Not Much Qty 4
c) Crates broken away from pier or abutment? Yes Bad Much Qty 6
d) Damage to wires or ties? Yes Very Bad Some Qty 8
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Very Bad Some Qty 8
b) Cracking? Yes Bad Much Qty 6
c) Spalling or stones missing? Yes Very Bad Some Qty 8
d) Erosion of surface? Yes Very Bad Much Qty 9
e) Corrosion of reinforcement? Yes Very Bad Not Much Qty 7
11 PIERs Component Weightage 60
Pier-1
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Much Qty 6
c) Movement of pier? Yes Bad Not Much Qty 4
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? Yes Bad Not Much Qty 4
f) Water Leaking past expansion joint Yes Very Bad Not Much Qty 7
CONCRETE PIERS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? Yes Very Bad Some Qty 8
d) Poor concrete? Yes Very Bad Not Much Qty 7
Pier-2
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Much Qty 6
b) Damage to foundations? Yes Very Bad Not Much Qty 7
c) Movement of pier? Yes Very Bad Some Qty 8
d) Impact damage? Yes Very Bad Not Much Qty 7
e) Vegetation growirig on pier? Yes Very Bad Some Qty 8
f) Water Leaking past expansion joint Yes Very Bad Much Qty 9
CONCRETE PIERS
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Very Bad Some Qty 8
c) Corrosion of reinforcement? Yes Very Bad Much Qty 9
d) Poor concrete? Yes Very Bad Much Qty 9

End of Report