ID :3342 Old Pathri Roh Bridge

on Chainage 33.350 of Purkazi Laksar Haridwar national highway

In District Haridwar Under NH Dehradun Division

Critical Report on Bridge Condition

01 Jan 2024 28.25%

Form Filled By Deepak Gupta [420010315]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 18.52 % 0.88 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 25.40 % 1.21 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 31.11 % 1.48 %
4 10 RIVER 13.89 % 0.66 %
5 10 BEARINGS 33.33 % 1.59 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 51.11 % 2.43 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 27.41 % 1.31 %
8 10 Embankments 0.00 % 0.00 %
9 10 RIVER BED 0.00 % 0.00 %
10 60 SUPERSTRUCTURE 39.84 % 11.38 %
11 60 PIERs 25.56 % 7.30 %
210 Overall 28.24%

Inspection Team

"Old pathri bridge. Slab has some exposed reinforcement & damaged wing wall. "

(Deepak Gupta)

Executive Engineer Civil

on Jan 01, 2024

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? 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 Bad Much Qty 6
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 Bad Much Qty 6
b) Loose or damaged fixings? Yes Bad Much Qty 6
c) Loose base of posts? NO Problem -- -- 0
d) Damaged coatirig or paint on steel surface? Not Applicable -- -- --
e) Corrosion on steel surface? Not Applicable -- -- --
f) Cracking on Masonary Parapets? Yes Not So Bad Not Much Qty 1
g) Movement or bending of parapet? Yes Not So Bad Not Much Qty 1
h) Poor pointing/ Plaster on parapet? Yes Not So Bad Not Much Qty 1
i) Deterioration of bricks or stones? Yes Not So Bad Not Much Qty 1
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Not So Bad Some Qty 2
b) Debris or vegetation in joint? Yes Not So Bad Some Qty 2
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 Bad Much Qty 6
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Not So Bad Not Much Qty 1
b) Remains of old bridge under or upstream of the bridge? Not Applicable -- -- --
c) Fencing or buildings under bridge? Not Applicable -- -- --
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? Yes Not So Bad Not Much Qty 1
b) New islands forming upstream of bridge? Yes Not So Bad Not Much Qty 1
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Not Applicable -- -- --
b) Damage to walls? Not Applicable -- -- --
c) Loss of pitching? Not Applicable -- -- --
d) Damage to crates, timber, fencing, etc.? Not Applicable -- -- --
e) Damage to trees? Not Applicable -- -- --
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 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 Not Much Qty 1
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? Yes Bad Much Qty 6
d) Poor concrete? Yes Bad Some Qty 5
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Reinforcement corrosion? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
e) Less cover to reinforcement? Yes Bad Much Qty 6
SUPERSTRUCTURE -2
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Bad Not Much Qty 4
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 Some Qty 2
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 Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Reinforcement corrosion? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -3
TYPE - 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 Some Qty 2
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Reinforcement corrosion? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
e) Less cover to reinforcement? Yes Bad Some Qty 5
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 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 Some Qty 2
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? Yes Bad Not Much Qty 4
d) Poor concrete? Yes Bad Not Much Qty 4
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Not Much Qty 4
b) Spalling? Yes Bad Not Much Qty 4
c) Reinforcement corrosion? Yes Bad Not Much Qty 4
d) Poor concrete? Yes Bad Not Much Qty 4
e) Less cover to reinforcement? Yes Bad Not Much Qty 4
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 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? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Not Much Qty 4
b) Spalling? Yes Bad Not Much Qty 4
c) Corrosion of reinforcement? Yes Bad Not Much Qty 4
d) Poor concrete? Yes Bad Not Much Qty 4
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Not Much Qty 4
b) Spalling? Yes Bad Not Much Qty 4
c) Reinforcement corrosion? Yes Bad Not Much Qty 4
d) Poor concrete? Yes Bad Not Much Qty 4
e) Less cover to reinforcement? Yes Bad Not Much Qty 4
6 BEARINGS Component Weightage 10
METAL BEARINGS
a) Debris or vegetation around bearings? Yes Bad Not Much Qty 4
b) Bad drainage? Yes Bad Some Qty 5
c) Not enough room for the bridge span to move? NO Problem -- -- 0
d) Bearing not seated properly? NO Problem -- -- 0
e) Bridge span not seated properly on bearing? NO Problem -- -- 0
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? NO Problem -- -- 0
b) Parts not free to move? Yes Not So Bad Much Qty 3
c) Problem with the lubrication system? Yes Bad Much Qty 6
d) Sliding surfaces damaged? Yes Not So Bad Some Qty 2
e) Cracks or bends in metal parts/ Bearing? Yes Bad Some Qty 5
f) Corrosion of metal parts? Yes Very Bad Much Qty 9
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? NO Problem -- -- 0
d) Debris against abutment? Yes Bad Much Qty 6
e) Vegetation growing on-or in abutment? Yes Not So Bad Much Qty 3
f) Scour near to retaining walls? Yes Very Bad Much Qty 9
g) Movement of retaining walls? Yes Very Bad Some Qty 8
h) Water leaking down through the expansion joint? Yes Not So Bad Much Qty 3
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Not So Bad Some Qty 2
b) Weepholes not working? Yes Bad Much Qty 6
c) Water leaking through the abutment? Yes Bad Not Much Qty 4
C- CONCRETE WALLS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
D- MASONRY WALLS
a) Cracking? Not Applicable -- -- --
b) Bulging? Not Applicable -- -- --
c) Poor pointing? Not Applicable -- -- --
d) Deterioration of bricks or stones? Not Applicable -- -- --
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Not Applicable -- -- --
b) Slippage of fill? Not Applicable -- -- --
c) Erosion of fill? Not Applicable -- -- --
d) Cracking of road or embankment edge? Not Applicable -- -- --
e) Piping failure of fill? Not Applicable -- -- --
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 Some Qty 2
e) Vegetation growing on-or in abutment? Yes Not So Bad Much Qty 3
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 Much Qty 3
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Not Much Qty 4
b) Weepholes not working? Yes Bad Much Qty 6
c) Water leaking through the abutment? Yes Not So Bad Much Qty 3
C- CONCRETE WALLS
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
D- MASONRY WALLS
a) Cracking? Not Applicable -- -- --
b) Bulging? Not Applicable -- -- --
c) Poor pointing? Not Applicable -- -- --
d) Deterioration of bricks or stones? Not Applicable -- -- --
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Not Applicable -- -- --
b) Slippage of fill? Not Applicable -- -- --
c) Erosion of fill? Not Applicable -- -- --
d) Cracking of road or embankment edge? Not Applicable -- -- --
e) Piping failure of fill? Not Applicable -- -- --
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Not Applicable -- -- --
b) Poor pointing? Not Applicable -- -- --
c) Scour or erosion at edge? Not Applicable -- -- --
d) Pieces broken off? Not Applicable -- -- --
e) Piping failure of fill? Not Applicable -- -- --
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? Not Applicable -- -- --
b) Loss of material Not Applicable -- -- --
c) Crates broken away from pier or abutment? Not Applicable -- -- --
d) Damage to wires or ties? Not Applicable -- -- --
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Not Applicable -- -- --
b) Cracking? Not Applicable -- -- --
c) Spalling or stones missing? Not Applicable -- -- --
d) Erosion of surface? Not Applicable -- -- --
e) Corrosion of reinforcement? Not Applicable -- -- --
11 PIERs Component Weightage 60
Pier-1
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Not So Bad Not Much Qty 1
b) Damage to foundations? Yes Not So Bad Not Much Qty 1
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Not Much Qty 4
f) Water Leaking past expansion joint Yes Not So Bad Some Qty 2
CONCRETE PIERS
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 Bad Not Much Qty 4
d) Poor concrete? Yes Not So Bad Some Qty 2
Pier-2
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Not So Bad Not Much Qty 1
b) Damage to foundations? Yes Not So Bad Not Much Qty 1
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Not So Bad Much Qty 3
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 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-3
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Not So Bad Not Much Qty 1
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? Yes Not So Bad Much Qty 3
f) Water Leaking past expansion joint Yes Bad Some Qty 5
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-4
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Not So Bad Not Much Qty 1
b) Damage to foundations? Yes Not So Bad Not Much Qty 1
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? Yes Bad Not Much Qty 4
f) Water Leaking past expansion joint Yes Not So Bad Some Qty 2
CONCRETE PIERS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Not Much Qty 4
c) Corrosion of reinforcement? Yes Bad Not Much Qty 4
d) Poor concrete? Yes Bad Not Much Qty 4

End of Report