ID :2789 27.60 M Box Cell

on Chainage 8.000 of Bahadrabad Rohalki Tiraha to Alipur-Sukrasa-Pathari-Ambuwala road

In District Haridwar Under PD Haridwar Division

Critical Report on Bridge Condition

11 Jun 2025 52.35% 27 May 2024 14.35% 08 Dec 2023 12.21% 28 Dec 2022 3.47%

Form Filled By Satish Kumar [65006213]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 76.85 % 3.66 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 88.89 % 4.23 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 100.00 % 4.76 %
4 10 RIVER 69.70 % 3.32 %
5 10 BEARINGS 0.00 % 0.00 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 47.47 % 2.26 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 41.20 % 1.96 %
8 10 Embankments 77.78 % 3.70 %
9 10 RIVER BED 0.00 % 0.00 %
10 60 SUPERSTRUCTURE 70.24 % 20.07 %
11 60 PIERs 29.33 % 8.38 %
210 Overall 52.34%

Inspection Team

"पुल पूर्ण रूप से डैमेज है दोबारा पुल बनाया जाना प्रस्तावित है जिसकी स्वीकृति प्राप्त हो गयी है।"

(Satish Kumar)

Assistant Engineer Civil

on Jun 11, 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 Very Bad Not Much Qty 7
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Very Bad Not Much Qty 7
b) Blocked or damaged road drains? Yes Bad Much Qty 6
c) Water on the deck? Yes Very Bad Not Much Qty 7
d) Blocked or damaged deck drains? Yes Very Bad Not Much Qty 7
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Bad Much Qty 6
c) Reinforcement exposed? Yes Bad Much Qty 6
d) Poor concrete? Yes Bad Much Qty 6
e) Wear of surface due to small stones? Yes Very Bad Not Much Qty 7
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Very Bad Much Qty 9
a) Damaged or loose kerbs? Yes Very Bad Much Qty 9
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Very Bad Much Qty 9
b) Loose or damaged fixings? Yes Very Bad Much Qty 9
c) Loose base of posts? Yes Very Bad Much Qty 9
d) Damaged coatirig or paint on steel surface? Yes Very Bad Much Qty 9
e) Corrosion on steel surface? Yes Very Bad Much Qty 9
f) Cracking on Masonary Parapets? Yes Very Bad Much Qty 9
g) Movement or bending of parapet? Yes Very Bad Much Qty 9
h) Poor pointing/ Plaster on parapet? NO Problem -- -- 0
i) Deterioration of bricks or stones? Yes Very Bad Much Qty 9
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Very Bad Much Qty 9
b) Debris or vegetation in joint? Yes Very Bad Much Qty 9
c) Loose or damaged fixtures? Yes Very Bad Much Qty 9
d) Damage or corrosion to metal parts? Yes Very Bad Much Qty 9
e) Damage to rubber waterseals? Yes Very Bad Much Qty 9
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Bad Much Qty 6
b) Remains of old bridge under or upstream of the bridge? Yes Bad Much Qty 6
c) Fencing or buildings under bridge? Yes Bad Much Qty 6
d) Trees or bushes.growing under bridge? Yes Bad Much Qty 6
B- CHANGE IN RIVER COURSE
a) River changing path upstream of bridge? Yes Bad Much Qty 6
b) New islands forming upstream of bridge? Yes Bad Much Qty 6
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Yes Bad Much Qty 6
b) Damage to walls? Yes Very Bad Much Qty 9
c) Loss of pitching? NO Problem -- -- 0
d) Damage to crates, timber, fencing, etc.? Yes Very Bad Much Qty 9
e) Damage to trees? Yes Very Bad Much Qty 9
5 SUPERSTRUCTURE Component Weightage 60
SUPERSTRUCTURE -1
TYPE - 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 Much Qty 9
c) Water coming through the deck? Yes Very Bad Much Qty 9
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? NO Problem -- -- 0
e) Not enough vertical & horizontal clearances? Yes Very Bad Much Qty 9
CONCRETE BEAMS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Very Bad Much Qty 9
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? Yes Very Bad Much Qty 9
e) Less cover to reinforcement? Yes Very Bad Much Qty 9
SUPERSTRUCTURE -2
TYPE - 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 Much Qty 9
c) Water coming through the deck? Yes Very Bad Much Qty 9
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Very Bad Much Qty 9
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Much Qty 9
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Very Bad Much Qty 9
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Much Qty 9
c) Reinforcement corrosion? Yes Very Bad Much Qty 9
d) Poor concrete? Yes Very Bad Much Qty 9
e) Less cover to reinforcement? Yes Very Bad Much Qty 9
SUPERSTRUCTURE -3
TYPE - 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 Much Qty 9
c) Water coming through the deck? Yes Bad Much Qty 6
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Bad Much Qty 6
e) Not enough vertical & horizontal clearances? Yes Bad Much Qty 6
CONCRETE BEAMS
a) Cracking? Yes Very Bad Some Qty 8
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? Yes Bad Much Qty 6
d) Poor concrete? Yes Bad Much Qty 6
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Bad Much Qty 6
c) Reinforcement corrosion? Yes Bad Much Qty 6
d) Poor concrete? Yes Very Bad Not Much Qty 7
e) Less cover to reinforcement? Yes Bad Much Qty 6
SUPERSTRUCTURE -4
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Bad Much Qty 6
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Much Qty 6
c) Water coming through the deck? Yes Bad Much Qty 6
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Bad Much Qty 6
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Bad Much Qty 6
c) Corrosion of reinforcement? Yes Bad Much Qty 6
d) Poor concrete? Yes Bad Much Qty 6
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Bad Much Qty 6
c) Reinforcement corrosion? Yes Bad Much Qty 6
d) Poor concrete? Yes Bad Much Qty 6
e) Less cover to reinforcement? Yes Bad Much Qty 6
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 Bad Much Qty 6
b) Damage to foundation? Yes Bad Much Qty 6
c) Movement of abutment? Yes Bad Much Qty 6
d) Debris against abutment? Yes Bad Much Qty 6
e) Vegetation growing on-or in abutment? Yes Bad Much Qty 6
f) Scour near to retaining walls? Yes Bad Much Qty 6
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? Yes Bad Much Qty 6
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? Yes Bad Some Qty 5
b) Spalling? Yes Bad Much Qty 6
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Bad Much Qty 6
D- MASONRY WALLS
a) Cracking? Yes Bad Much Qty 6
b) Bulging? Yes Bad Much Qty 6
c) Poor pointing? Yes Bad Much Qty 6
d) Deterioration of bricks or stones? Yes Bad Some Qty 5
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Bad Much Qty 6
b) Slippage of fill? Not Accessible -- -- --
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? Not Accessible -- -- --
e) Piping failure of fill? Yes Bad Much Qty 6
8 Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Bad Some Qty 5
b) Damage to foundation? Yes Bad Much Qty 6
c) Movement of abutment? Yes Bad Much Qty 6
d) Debris against abutment? Yes Bad Much Qty 6
e) Vegetation growing on-or in abutment? Yes Bad Much Qty 6
f) Scour near to retaining walls? NO Problem -- -- 0
g) Movement of retaining walls? Yes Bad Much Qty 6
h) Water leaking down through the expansion joint? Yes Bad Much Qty 6
B- DRAINAGE SYSTEM
a) Not enough weepholes? NO Problem -- -- 0
b) Weepholes not working? Yes Bad Much Qty 6
c) Water leaking through the abutment? NO Problem -- -- 0
C- CONCRETE WALLS
a) Cracking? Yes Bad Much Qty 6
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? Yes Bad Much Qty 6
d) Poor concrete? NO Problem -- -- 0
D- MASONRY WALLS
a) Cracking? Yes Bad Much Qty 6
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 Bad Much Qty 6
b) Slippage of fill? NO Problem -- -- 0
c) Erosion of fill? Yes Very Bad Much Qty 9
d) Cracking of road or embankment edge? NO Problem -- -- 0
e) Piping failure of fill? Yes Very Bad Much Qty 9
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Very Bad Much Qty 9
b) Poor pointing? Yes Very Bad Much Qty 9
c) Scour or erosion at edge? Yes Very Bad Much Qty 9
d) Pieces broken off? Yes Very Bad Much Qty 9
e) Piping failure of fill? NO Problem -- -- 0
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Very Bad Much Qty 9
b) Damage to crates or ties? NO Problem -- -- 0
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? 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? Yes Very Bad Much Qty 9
b) Damage to foundations? Yes Bad Much Qty 6
c) Movement of pier? Yes Bad Much Qty 6
d) Impact damage? Yes Bad Much Qty 6
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint NO Problem -- -- 0
CONCRETE PIERS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-2
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Very Bad Much Qty 9
b) Damage to foundations? Yes Very Bad Much Qty 9
c) Movement of pier? Yes Very Bad Much Qty 9
d) Impact damage? Yes Very Bad Much Qty 9
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint NO Problem -- -- 0
CONCRETE PIERS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-3
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Very Bad Much Qty 9
b) Damage to foundations? Yes Very Bad Much Qty 9
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 NO Problem -- -- 0
CONCRETE PIERS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-4
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Very Bad Much Qty 9
b) Damage to foundations? Yes Very Bad Much Qty 9
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 NO Problem -- -- 0
CONCRETE PIERS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-5
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Very Bad Much Qty 9
b) Damage to foundations? Yes Very Bad Much Qty 9
c) Movement of pier? Yes Very Bad Much Qty 9
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint NO Problem -- -- 0
CONCRETE PIERS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0

End of Report