ID :690 Arch Bridge OF IRRIGATION CANAL at Paheniya shiripur Bichuva Road

on Chainage 2.000 of Paheniya Shripur Bichuwa road

In District Udham Singh Nagar Under CD Khatima Division

Critical Report on Bridge Condition

05 Dec 2024 67.49% 04 Dec 2024 47.68% 03 Jul 2024 64.43% 26 Nov 2022 71.49%

Form Filled By Himanshu Bhatt [370022220]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 9.88 % 0.47 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 61.90 % 2.95 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 59.26 % 2.82 %
4 10 RIVER 22.22 % 1.06 %
5 10 BEARINGS 57.14 % 2.72 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 56.67 % 2.70 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 56.08 % 2.67 %
8 10 Embankments 0.00 % 0.00 %
9 10 RIVER BED 57.41 % 2.73 %
10 60 SUPERSTRUCTURE 55.93 % 15.98 %
11 60 PIERs 47.53 % 13.58 %
210 Overall 47.68%

Inspection Team

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 Some Qty 8
B- DRAINAGE
a) Badly built road drainage near bridge? NO Problem -- -- 0
b) Blocked or damaged road drains? NO Problem -- -- 0
c) Water on the deck? NO Problem -- -- 0
d) Blocked or damaged deck drains? NO Problem -- -- 0
C- WEARING COAT
BITUMEN WEARING COURSE
a) Surface breaking up or lifting off? NO Problem -- -- 0
b) Cracking above joints ? NO Problem -- -- 0
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 Bad Much Qty 6
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? Not Accessible -- -- --
e) Corrosion on steel surface? Not Accessible -- -- --
f) Cracking on Masonary Parapets? Yes Bad Some Qty 5
g) Movement or bending of parapet? Yes Bad Some Qty 5
h) Poor pointing/ Plaster on parapet? Yes Bad Some Qty 5
i) Deterioration of bricks or stones? Yes Very Bad Some Qty 8
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Bad Some Qty 5
b) Debris or vegetation in joint? Yes Bad Much Qty 6
c) Loose or damaged fixtures? Yes Bad Some Qty 5
d) Damage or corrosion to metal parts? Not Accessible -- -- --
e) Damage to rubber waterseals? Not Accessible -- -- --
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Bad Some Qty 5
b) Remains of old bridge under or upstream of the bridge? Yes Bad Much Qty 6
c) Fencing or buildings under bridge? NO Problem -- -- 0
d) Trees or bushes.growing under bridge? Yes Bad Much Qty 6
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? Yes Bad Some Qty 5
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? Not Accessible -- -- --
b) Debris or vegetation on beams, girders, trusses bracings or joints? Not Accessible -- -- --
c) Water coming through the deck? Not Accessible -- -- --
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Not Accessible -- -- --
e) Not enough vertical & horizontal clearances? Yes Bad Much Qty 6
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? Not Accessible -- -- --
SUPERSTRUCTURE -2
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Not Accessible -- -- --
b) Debris or vegetation on beams, girders, trusses bracings or joints? Not Accessible -- -- --
c) Water coming through the deck? Yes Bad Some Qty 5
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Not Accessible -- -- --
e) Not enough vertical & horizontal clearances? Yes Bad Some Qty 5
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? Not Accessible -- -- --
d) Poor concrete? Yes Bad Some Qty 5
e) Less cover to reinforcement? Not Accessible -- -- --
SUPERSTRUCTURE -3
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Bad Some Qty 5
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Some Qty 5
c) Water coming through the deck? Yes Bad Some Qty 5
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Not Accessible -- -- --
e) Not enough vertical & horizontal clearances? Yes Bad Some Qty 5
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? Not Accessible -- -- --
6 BEARINGS Component Weightage 10
RUBBER BEARINGS
a) Debris or vegetation around bearings? Yes Bad Some Qty 5
b) Bad drainage? Yes Bad Some Qty 5
c) Not enough room for the bridge span to move? Yes Bad Some Qty 5
d) Bearing not seated properly? Yes Bad Some Qty 5
e) Bridge span not seated properly on bearing? Yes Bad Some Qty 5
f) Damaged bedding mortar? Yes Bad Much Qty 6
g) Damaged or loose earthquake restraints? Yes Bad Some Qty 5
RUBBER BEARINGS
a) Splitting, tearing or cracking of rubber? Not Accessible -- -- --
b) Damaged bedding mortar? Not Accessible -- -- --
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 Some Qty 5
d) Debris against abutment? Yes Bad Some Qty 5
e) Vegetation growing on-or in abutment? Yes Bad Some Qty 5
f) Scour near to retaining walls? Yes Bad Some Qty 5
g) Movement of retaining walls? Yes Bad Some Qty 5
h) Water leaking down through the expansion joint? Yes Bad Some Qty 5
B- DRAINAGE SYSTEM
a) Not enough weepholes? Not Accessible -- -- --
b) Weepholes not working? Not Accessible -- -- --
c) Water leaking through the abutment? Yes Bad Some Qty 5
C- CONCRETE WALLS
a) Cracking? Not Accessible -- -- --
b) Spalling? Not Accessible -- -- --
c) Corrosion of reinforcement? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
D- MASONRY WALLS
a) Cracking? Yes Bad Some Qty 5
b) Bulging? Yes Bad Some Qty 5
c) Poor pointing? Yes Bad Some Qty 5
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 Some Qty 5
b) Slippage of fill? Yes Bad Some Qty 5
c) Erosion of fill? Yes Bad Some Qty 5
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? Yes Bad Some Qty 5
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 Some Qty 5
c) Movement of abutment? Yes Bad Some Qty 5
d) Debris against abutment? Yes Bad Some Qty 5
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? Yes Bad Some Qty 5
h) Water leaking down through the expansion joint? Yes Bad Some Qty 5
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Some Qty 5
b) Weepholes not working? Yes Bad Some Qty 5
c) Water leaking through the abutment? Yes Bad Some Qty 5
C- CONCRETE WALLS
a) Cracking? Not Accessible -- -- --
b) Spalling? Not Accessible -- -- --
c) Corrosion of reinforcement? Not Accessible -- -- --
d) Poor concrete? Yes Bad Some Qty 5
D- MASONRY WALLS
a) Cracking? Yes Bad Some Qty 5
b) Bulging? Yes Bad Not Much Qty 4
c) Poor pointing? Yes Bad Some Qty 5
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 Some Qty 5
b) Slippage of fill? Yes Bad Some Qty 5
c) Erosion of fill? Yes Bad Some Qty 5
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? Yes Bad Some Qty 5
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Not Accessible -- -- --
b) Poor pointing? Not Accessible -- -- --
c) Scour or erosion at edge? Not Accessible -- -- --
d) Pieces broken off? Not Accessible -- -- --
e) Piping failure of fill? Not Accessible -- -- --
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Not Accessible -- -- --
b) Damage to crates or ties? Not Accessible -- -- --
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Not Accessible -- -- --
b) Settlement? Not Accessible -- -- --
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Yes Bad Some Qty 5
b) Loss of material Yes Bad Some Qty 5
c) Crates broken away from pier or abutment? Yes Bad Much Qty 6
d) Damage to wires or ties? Not Accessible -- -- --
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Not Accessible -- -- --
b) Cracking? Not Accessible -- -- --
c) Spalling or stones missing? Yes Bad Some Qty 5
d) Erosion of surface? Yes Bad Some Qty 5
e) Corrosion of reinforcement? Yes Bad Some Qty 5
11 PIERs Component Weightage 60
Pier-1
TYPE - MASONRY PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? Yes Bad Some Qty 5
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint Yes Bad Some Qty 5
MASONRY PIERS
a) Cracking? NO Problem -- -- 0
b) Poor pointing? NO Problem -- -- 0
c) Deterioration of masonry NO Problem -- -- 0
Pier-2
TYPE - MASONRY PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? Yes Bad Some Qty 5
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint Yes Bad Some Qty 5
MASONRY PIERS
a) Cracking? Yes Bad Some Qty 5
b) Poor pointing? Yes Bad Some Qty 5
c) Deterioration of masonry Yes Bad Some Qty 5

End of Report