ID :2444 Chandrabhaga bridge

on Chainage 228.400 of Paonta sahib (fazilka) Badrinath Mana pass national highway : .

In District Tehri Under NH Div Srinagar Division

Critical Report on Bridge Condition

02 Jul 2026 15.54% 23 Jun 2025 5.98% 08 Jun 2024 3.64% 20 Nov 2023 2.84% 18 Nov 2023 0% 14 Jul 2023 0% 04 Dec 2022 3.43%

Form Filled By Rajbeer Singh Chauhan [42270213M00025]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 14.81 % 0.71 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 26.67 % 1.27 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 62.22 % 2.96 %
4 10 RIVER 3.33 % 0.16 %
5 10 BEARINGS 52.53 % 2.50 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 0.00 % 0.00 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 0.00 % 0.00 %
8 10 Embankments 0.00 % 0.00 %
9 10 RIVER BED 0.00 % 0.00 %
10 60 SUPERSTRUCTURE 15.34 % 4.38 %
11 60 PIERs 12.44 % 3.55 %
210 Overall 15.53%

Inspection Team

"Bridge needs repair. Sanctioned in NH(o)"

(Rajbeer Singh Chauhan)

Executive Engineer Civil

on Jul 02, 2026

"Needs repair. Sanctioned in NH(o)"

(Rajbeer Singh Chauhan)

Executive Engineer Civil

on Jul 02, 2026

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 Some Qty 2
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
BITUMEN WEARING COURSE
a) Surface breaking up or lifting off? Yes Not So Bad Not Much Qty 1
b) Cracking above joints ? Yes Not So Bad Not Much Qty 1
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Not So Bad Some Qty 2
a) Damaged or loose kerbs? Yes Not So Bad Some Qty 2
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 Not Much Qty 1
d) Damaged coatirig or paint on steel surface? Yes Bad Some Qty 5
e) Corrosion on steel surface? Yes Not So Bad Some Qty 2
f) Cracking on Masonary Parapets? Not Applicable -- -- --
g) Movement or bending of parapet? Not Applicable -- -- --
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? Yes Bad Much Qty 6
b) Debris or vegetation in joint? Yes Bad Some Qty 5
c) Loose or damaged fixtures? Yes Bad Some Qty 5
d) Damage or corrosion to metal parts? Yes Bad Much Qty 6
e) Damage to rubber waterseals? Yes Bad Much Qty 6
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? Not Applicable -- -- --
c) Fencing or buildings under bridge? Yes Not So Bad Not Much Qty 1
d) Trees or bushes.growing under bridge? NO Problem -- -- 0
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? NO Problem -- -- 0
b) Damage to walls? NO Problem -- -- 0
c) Loss of pitching? NO Problem -- -- 0
d) Damage to crates, timber, fencing, etc.? NO Problem -- -- 0
e) Damage to trees? NO Problem -- -- 0
5 SUPERSTRUCTURE Component Weightage 60
SUPERSTRUCTURE -1
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Not Much Qty 1
c) Water coming through the deck? NO Problem -- -- 0
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 Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
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 Not So Bad Not Much Qty 1
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 Not Much Qty 1
SUPERSTRUCTURE -2
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Not Much Qty 1
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 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 Not Much Qty 1
b) Spalling? Yes Not So Bad Not Much Qty 1
c) Corrosion of reinforcement? Yes Not So Bad Some Qty 2
d) Poor concrete? Yes Not So Bad Not Much Qty 1
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Not So Bad Some Qty 2
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 Not Much Qty 1
SUPERSTRUCTURE -3
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Not Much Qty 1
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 Not Much Qty 1
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Spalling? Yes Not So Bad Some Qty 2
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 Not So Bad Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? Yes Not So Bad Some Qty 2
e) Less cover to reinforcement? Yes Not So Bad Not Much Qty 1
SUPERSTRUCTURE -4
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Not Much Qty 1
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 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 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
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Not So Bad Some Qty 2
b) Spalling? NO Problem -- -- 0
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 Not Much Qty 1
SUPERSTRUCTURE -5
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Not Much Qty 1
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 Not Much Qty 1
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Not So Bad Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
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 Not So Bad Some Qty 2
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 Not Much Qty 1
SUPERSTRUCTURE -6
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Not Much Qty 1
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 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 Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
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 Not So Bad Some Qty 2
b) Spalling? NO Problem -- -- 0
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 Not Much Qty 1
6 BEARINGS Component Weightage 10
METAL BEARINGS
a) Debris or vegetation around bearings? Yes Bad Some Qty 5
b) Bad drainage? Yes Bad Not Much Qty 4
c) Not enough room for the bridge span to move? Yes Bad Much Qty 6
d) Bearing not seated properly? Yes Not So Bad Some Qty 2
e) Bridge span not seated properly on bearing? Not Applicable -- -- --
f) Damaged bedding mortar? Yes Not So Bad Some Qty 2
g) Damaged or loose earthquake restraints? Not Applicable -- -- --
METAL BEARINGS
a) Parts not properly seated? Yes Not So Bad Not Much Qty 1
b) Parts not free to move? Yes Bad Much Qty 6
c) Problem with the lubrication system? Yes Bad Much Qty 6
d) Sliding surfaces damaged? Yes Bad Much Qty 6
e) Cracks or bends in metal parts/ Bearing? Yes Bad Much Qty 6
f) Corrosion of metal parts? Yes Very Bad Some Qty 8
7 Right Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? NO Problem -- -- 0
b) Damage to foundation? NO Problem -- -- 0
c) Movement of abutment? NO Problem -- -- 0
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? NO Problem -- -- 0
h) Water leaking down through the expansion joint? NO Problem -- -- 0
B- DRAINAGE SYSTEM
a) Not enough weepholes? NO Problem -- -- 0
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? NO Problem -- -- 0
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
8 Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? NO Problem -- -- 0
b) Damage to foundation? NO Problem -- -- 0
c) Movement of abutment? NO Problem -- -- 0
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? NO Problem -- -- 0
h) Water leaking down through the expansion joint? NO Problem -- -- 0
B- DRAINAGE SYSTEM
a) Not enough weepholes? NO Problem -- -- 0
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? NO Problem -- -- 0
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? NO Problem -- -- 0
b) Poor pointing? NO Problem -- -- 0
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? NO Problem -- -- 0
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? NO Problem -- -- 0
b) Loss of material NO Problem -- -- 0
c) Crates broken away from pier or abutment? NO Problem -- -- 0
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? NO Problem -- -- 0
d) Erosion of surface? NO Problem -- -- 0
e) Corrosion of reinforcement? NO Problem -- -- 0
11 PIERs Component Weightage 60
Pier-1
TYPE - CONCRETE PIERS
a) Scour near base of pier? NO Problem -- -- 0
b) Damage to foundations? NO Problem -- -- 0
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Yes Bad Not Much Qty 4
CONCRETE PIERS
a) Cracking? Yes Not So Bad Much Qty 3
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
Pier-2
TYPE - CONCRETE PIERS
a) Scour near base of pier? NO Problem -- -- 0
b) Damage to foundations? NO Problem -- -- 0
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Yes Not So Bad Much Qty 3
CONCRETE PIERS
a) Cracking? Yes Not So Bad Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
c) Corrosion of reinforcement? Yes Not So Bad Some Qty 2
d) Poor concrete? Yes Not So Bad Some Qty 2
Pier-3
TYPE - CONCRETE PIERS
a) Scour near base of pier? NO Problem -- -- 0
b) Damage to foundations? NO Problem -- -- 0
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Yes Not So Bad Much Qty 3
CONCRETE PIERS
a) Cracking? Yes Not So Bad Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
c) Corrosion of reinforcement? Yes Not So Bad Some Qty 2
d) Poor concrete? Yes Not So Bad Some Qty 2
Pier-4
TYPE - CONCRETE PIERS
a) Scour near base of pier? NO Problem -- -- 0
b) Damage to foundations? NO Problem -- -- 0
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Yes Not So Bad Much Qty 3
CONCRETE PIERS
a) Cracking? Yes Not So Bad Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
c) Corrosion of reinforcement? Yes Not So Bad Some Qty 2
d) Poor concrete? Yes Not So Bad Some Qty 2
Pier-5
TYPE - CONCRETE PIERS
a) Scour near base of pier? NO Problem -- -- 0
b) Damage to foundations? NO Problem -- -- 0
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Yes Not So Bad Much Qty 3
CONCRETE PIERS
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

End of Report