ID :1353 Steei Girder Pedestrain Bridge over Khoonigad in km 8.500

on Chainage 8.500 of Chatwapipal Pokhari bridle road

In District Chamoli Under CD Pokhari Division


Critical Report on Bridge Condition

Form Filled By ANKIT SINGH [42270313M02425]

Inspection Team

"BRIDGE IS SAFE BUT RAILING IS BROKEN AND PARAPET IS IN BAD CONDITION "

(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? Yes Not So Bad Not Much Qty 1
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Not So Bad Not Much Qty 1
b) Blocked or damaged road drains? Yes Not So Bad Not Much Qty 1
c) Water on the deck? Yes Not So Bad Not Much Qty 1
d) Blocked or damaged deck drains? NO Problem -- -- 0
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Spalling? Yes Not So Bad Some Qty 2
c) Reinforcement exposed? Yes Not So Bad Much Qty 3
d) Poor concrete? Yes Not So Bad Much Qty 3
e) Wear of surface due to small stones? Yes Bad Not Much Qty 4
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 Much Qty 3
b) Loose or damaged fixings? Yes Bad Some Qty 5
c) Loose base of posts? Yes Bad Some Qty 5
d) Damaged coatirig or paint on steel surface? Yes Bad Much Qty 6
e) Corrosion on steel surface? Yes Bad Not Much Qty 4
f) Cracking on Masonary Parapets? Yes Bad Much Qty 6
g) Movement or bending of parapet? Yes Very Bad Not Much Qty 7
h) Poor pointing/ Plaster on parapet? Yes Bad Some Qty 5
i) Deterioration of bricks or stones? Yes Bad Some Qty 5
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? NO Problem -- -- 0
b) Debris or vegetation in joint? Yes Not So Bad Not Much Qty 1
c) Loose or damaged fixtures? Yes Not So Bad Some Qty 2
d) Damage or corrosion to metal parts? Yes Not So Bad Some Qty 2
e) Damage to rubber waterseals? Yes Not So Bad Some Qty 2
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Not So Bad Some Qty 2
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 Bad Not Much Qty 4
B- CHANGE IN RIVER COURSE
a) River changing path upstream of bridge? Yes Not So Bad Much Qty 3
b) New islands forming upstream of bridge? Yes Not So Bad Much Qty 3
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Yes Not So Bad Much Qty 3
b) Damage to walls? Yes Not So Bad Much Qty 3
c) Loss of pitching? Yes Not So Bad Much Qty 3
d) Damage to crates, timber, fencing, etc.? NO Problem -- -- 0
e) Damage to trees? NO Problem -- -- 0
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 Much Qty 3
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Not So Bad Not Much Qty 1
e) Not enough vertical & horizontal clearances? Yes Not So Bad Not Much Qty 1
CONCRETE BEAMS
a) Cracking? Yes Not So Bad Much Qty 3
b) Spalling? Yes Not So Bad Some Qty 2
c) Corrosion of reinforcement? Yes Not So Bad Much Qty 3
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Not So Bad Much Qty 3
b) Spalling? Yes Not So Bad Some Qty 2
c) Reinforcement corrosion? Yes Not So Bad Some Qty 2
d) Poor concrete? Yes Not So Bad Some Qty 2
e) Less cover to reinforcement? Yes Not So Bad Some Qty 2
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 Not Much Qty 1
b) Damage to foundation? Yes Not So Bad Not Much Qty 1
c) Movement of abutment? Yes Not So Bad Not Much Qty 1
d) Debris against abutment? Yes Not So Bad Not Much Qty 1
e) Vegetation growing on-or in abutment? Yes Not So Bad Not Much Qty 1
f) Scour near to retaining walls? Yes Not So Bad Some Qty 2
g) Movement of retaining walls? Yes Not So Bad Some Qty 2
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 Much Qty 3
b) Weepholes not working? Yes Not So Bad Some Qty 2
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? NO Problem -- -- 0
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 Much Qty 3
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? Yes Not So Bad Some Qty 2
c) Erosion of fill? Yes Not So Bad Some Qty 2
d) Cracking of road or embankment edge? Yes Not So Bad Not Much Qty 1
e) Piping failure of fill? Yes Not So Bad Not Much Qty 1
8 Left 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 Not Much Qty 1
c) Movement of abutment? Yes Not So Bad Not Much Qty 1
d) Debris against abutment? NO Problem -- -- 0
e) Vegetation growing on-or in abutment? NO Problem -- -- 0
f) Scour near to retaining walls? NO Problem -- -- 0
g) Movement of retaining walls? Yes Not So Bad Not Much Qty 1
h) Water leaking down through the expansion joint? NO Problem -- -- 0
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Not So Bad Not Much Qty 1
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? 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? Yes Not So Bad Not Much Qty 1
c) Erosion of fill? NO Problem -- -- 0
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 Not So Bad Not Much Qty 1
c) Scour or erosion at edge? NO Problem -- -- 0
d) Pieces broken off? NO Problem -- -- 0
e) Piping failure of fill? NO Problem -- -- 0
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Not So Bad Not Much Qty 1
b) Damage to crates or ties? NO Problem -- -- 0
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Yes Not So Bad Not Much Qty 1
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 NO Problem -- -- 0
c) Crates broken away from pier or abutment? Yes Not So Bad Not Much Qty 1
d) Damage to wires or ties? NO Problem -- -- 0
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? NO Problem -- -- 0
b) Cracking? NO Problem -- -- 0
c) Spalling or stones missing? Yes Not So Bad Not Much Qty 1
d) Erosion of surface? Yes Not So Bad Some Qty 2
e) Corrosion of reinforcement? NO Problem -- -- 0

End of Report