ID :26 R.C.C Bridle Bridge Near Chamethi over local gadhera

on Chainage 1.000 of road unknown

In District Chamoli Under CD Pokhari Division

Critical Report on Bridge Condition

19 Jun 2025 37.19% 26 Nov 2024 50.51% 07 Jun 2024 12.29% 29 Dec 2023 17.88%

Form Filled By RINKI [42270313F02070]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 44.44 % 2.96 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 33.33 % 2.22 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 0.00 % 0.00 %
4 10 RIVER 49.38 % 3.29 %
5 10 BEARINGS 0.00 % 0.00 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 48.54 % 3.24 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 71.11 % 4.74 %
8 10 Embankments 53.33 % 3.56 %
9 10 RIVER BED 62.50 % 4.17 %
10 60 SUPERSTRUCTURE 32.54 % 13.02 %
150 Overall 37.2%

Inspection Team

"Th Bridge is in a totally dismantled condition. "

(RINKI)

Junior Engineer Civil

on Jun 19, 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 Bad Much Qty 6
B- DRAINAGE
a) Badly built road drainage near bridge? Not Applicable -- -- --
b) Blocked or damaged road drains? Yes Bad Not Much Qty 4
c) Water on the deck? NO Problem -- -- 0
d) Blocked or damaged deck drains? Yes Bad Much Qty 6
C- WEARING COAT
NOT APPLICABLE
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Not Applicable -- -- --
a) Damaged or loose kerbs? Not Applicable -- -- --
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Very Bad Much Qty 9
b) Loose or damaged fixings? NO Problem -- -- 0
c) Loose base of posts? NO Problem -- -- 0
d) Damaged coatirig or paint on steel surface? Yes Very Bad Much Qty 9
e) Corrosion on steel surface? Not Applicable -- -- --
f) Cracking on Masonary Parapets? NO Problem -- -- 0
g) Movement or bending of parapet? NO Problem -- -- 0
h) Poor pointing/ Plaster on parapet? Not Applicable -- -- --
i) Deterioration of bricks or stones? Not Applicable -- -- --
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? Not Applicable -- -- --
c) Loose or damaged fixtures? Not Applicable -- -- --
d) Damage or corrosion to metal parts? Not Applicable -- -- --
e) Damage to rubber waterseals? Not Applicable -- -- --
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Not So Bad Much Qty 3
b) Remains of old bridge under or upstream of the bridge? Not Applicable -- -- --
c) Fencing or buildings under bridge? Yes Very Bad Much Qty 9
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? NO Problem -- -- 0
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? NO Problem -- -- 0
c) Loss of pitching? Yes Very Bad Much Qty 9
d) Damage to crates, timber, fencing, etc.? Yes Very Bad Much Qty 9
e) Damage to trees? Not Applicable -- -- --
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 Not So Bad Some Qty 2
c) Water coming through the deck? Yes Not So Bad Not Much Qty 1
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Not So Bad Some Qty 2
e) Not enough vertical & horizontal clearances? Yes Not So Bad Some Qty 2
CONCRETE BEAMS
a) Cracking? Yes Bad Not Much Qty 4
b) Spalling? Yes Bad Not Much Qty 4
c) Corrosion of reinforcement? Yes Not So Bad Some Qty 2
d) Poor concrete? Yes Not So Bad Some Qty 2
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Not Much Qty 4
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 Some Qty 2
e) Less cover to reinforcement? Yes Not So Bad Not Much Qty 1
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 Very Bad Much Qty 9
b) Damage to foundation? Yes Very Bad Much Qty 9
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? Yes Very Bad Much Qty 9
e) Vegetation growing on-or in abutment? Yes Not So Bad Much Qty 3
f) Scour near to retaining walls? Yes Bad Much Qty 6
g) Movement of retaining walls? Yes Bad Much Qty 6
h) Water leaking down through the expansion joint? NO Problem -- -- 0
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Much Qty 9
b) Weepholes not working? Not Accessible -- -- --
c) Water leaking through the abutment? Yes Very Bad Much Qty 9
C- CONCRETE WALLS
a) Cracking? Not Applicable -- -- --
b) Spalling? Not Applicable -- -- --
c) Corrosion of reinforcement? Not Applicable -- -- --
d) Poor concrete? Not Applicable -- -- --
D- MASONRY WALLS
a) Cracking? Yes Bad Much Qty 6
b) Bulging? Yes Not So Bad Much Qty 3
c) Poor pointing? Yes Bad Much Qty 6
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 Much Qty 3
b) Slippage of fill? Yes Not So Bad Much Qty 3
c) Erosion of fill? NO Problem -- -- 0
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 Very Bad Much Qty 9
b) Damage to foundation? Yes Very Bad Much Qty 9
c) Movement of abutment? Yes Very Bad Much Qty 9
d) Debris against abutment? Yes Not So Bad Much Qty 3
e) Vegetation growing on-or in abutment? NO Problem -- -- 0
f) Scour near to retaining walls? Yes Very Bad Much Qty 9
g) Movement of retaining walls? Yes Very Bad Much Qty 9
h) Water leaking down through the expansion joint? Yes Very Bad Not Much Qty 7
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 Much Qty 9
C- CONCRETE WALLS
a) Cracking? Not Applicable -- -- --
b) Spalling? Not Applicable -- -- --
c) Corrosion of reinforcement? Not Applicable -- -- --
d) Poor concrete? Not Applicable -- -- --
D- MASONRY WALLS
a) Cracking? Yes Very Bad Much Qty 9
b) Bulging? Yes Very Bad Much Qty 9
c) Poor pointing? NO Problem -- -- 0
d) Deterioration of bricks or stones? Yes Very Bad Much Qty 9
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Much Qty 9
b) Slippage of fill? Yes Very Bad Much Qty 9
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? Yes Not So Bad Not Much Qty 1
e) Piping failure of fill? NO Problem -- -- 0
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Not So Bad Much Qty 3
b) Poor pointing? Yes Bad Much Qty 6
c) Scour or erosion at edge? Yes Bad Not Much Qty 4
d) Pieces broken off? Yes Bad Some Qty 5
e) Piping failure of fill? Yes Bad Much Qty 6
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Not Applicable -- -- --
b) Damage to crates or ties? Not Applicable -- -- --
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Not Applicable -- -- --
b) Settlement? Not Applicable -- -- --
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Yes Not So Bad Much Qty 3
b) Loss of material Yes Not So Bad Much Qty 3
c) Crates broken away from pier or abutment? Yes Very Bad Much Qty 9
d) Damage to wires or ties? NO Problem -- -- 0
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Very Bad Much Qty 9
b) Cracking? Yes Very Bad Much Qty 9
c) Spalling or stones missing? Yes Very Bad Much Qty 9
d) Erosion of surface? Yes Not So Bad Much Qty 3
e) Corrosion of reinforcement? Not Applicable -- -- --

End of Report