ID :3256 Gelung Gaad

on Chainage 2.500 of road unknown

In District Chamoli Under CD Pokhari Division


Critical Report on Bridge Condition

Form Filled By ANKIT SINGH [42270313M02425]

Inspection Team

"Bridge is ok but approach path is missing at RHS of bridge so it not for use "

(ANKIT SINGH)

Junior Engineer Civil

on Jun 06, 2025

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

End of Report