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

10 Jun 2025 61.22% 10 Jun 2025 42.06% 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 35.80 % 1.70 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 37.04 % 1.76 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 57.78 % 2.75 %
4 10 RIVER 27.27 % 1.30 %
5 10 BEARINGS 0.00 % 0.00 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 46.78 % 2.23 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 38.89 % 1.85 %
8 10 Embankments 58.33 % 2.78 %
9 10 RIVER BED 58.33 % 2.78 %
10 60 SUPERSTRUCTURE 34.13 % 9.75 %
11 60 PIERs 53.03 % 15.15 %
210 Overall 42.05%

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 Bad Much Qty 6
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? Yes Bad Some Qty 5
d) Blocked or damaged deck drains? NO Problem -- -- 0
C- WEARING COAT
BITUMEN WEARING COURSE
a) Surface breaking up or lifting off? Yes Bad Much Qty 6
b) Cracking above joints ? NO Problem -- -- 0
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Bad Much Qty 6
a) Damaged or loose kerbs? Yes Bad Much Qty 6
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? NO Problem -- -- 0
b) Loose or damaged fixings? Yes Bad Some Qty 5
c) Loose base of posts? NO Problem -- -- 0
d) Damaged coatirig or paint on steel surface? Yes Bad Some Qty 5
e) Corrosion on steel surface? Yes Bad Some Qty 5
f) Cracking on Masonary Parapets? Yes Bad Some Qty 5
g) Movement or bending of parapet? NO Problem -- -- 0
h) Poor pointing/ Plaster on parapet? Yes Bad Some Qty 5
i) Deterioration of bricks or stones? Yes Bad Some Qty 5
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? Yes Bad Some Qty 5
e) Damage to rubber waterseals? Yes Bad Some Qty 5
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 Some Qty 5
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? NO Problem -- -- 0
c) Loss of pitching? Yes Bad Some Qty 5
d) Damage to crates, timber, fencing, etc.? NO Problem -- -- 0
e) Damage to trees? Yes Bad Some Qty 5
5 SUPERSTRUCTURE Component Weightage 60
SUPERSTRUCTURE -1
TYPE - MASONRY ARCH
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 Some Qty 5
c) Water coming through the deck? NO Problem -- -- 0
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Bad Some Qty 5
e) Not enough vertical & horizontal clearances? Yes Bad Some Qty 5
MASONRY JACK ARCH DECK
a) Change of shape of arch? Yes Bad Some Qty 5
b) Cracking of arch barrel? Yes Bad Some Qty 5
c) Cracking or bulging of spandrel walls? NO Problem -- -- 0
d) Spandrel walls separating from arch? NO Problem -- -- 0
e) Spalling of stones or bricks? NO Problem -- -- 0
f) Poor pointing? Yes Bad Much Qty 6
g) Cracking or bulging of spandrel walls? Yes Bad Some Qty 5
h) Water leaking through arch? Yes Bad Much Qty 6
i) Scour under arch foundations? Yes Bad Some Qty 5
SUPERSTRUCTURE -2
TYPE - MASONRY ARCH
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Much Qty 6
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? NO Problem -- -- 0
e) Not enough vertical & horizontal clearances? Yes Bad Some Qty 5
MASONRY JACK ARCH DECK
a) Change of shape of arch? NO Problem -- -- 0
b) Cracking of arch barrel? Yes Bad Some Qty 5
c) Cracking or bulging of spandrel walls? Yes Bad Much Qty 6
d) Spandrel walls separating from arch? NO Problem -- -- 0
e) Spalling of stones or bricks? NO Problem -- -- 0
f) Poor pointing? Yes Bad Much Qty 6
g) Cracking or bulging of spandrel walls? NO Problem -- -- 0
h) Water leaking through arch? Yes Bad Some Qty 5
i) Scour under arch foundations? Yes Bad Much Qty 6
SUPERSTRUCTURE -3
TYPE - MASONRY ARCH
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? NO Problem -- -- 0
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? NO Problem -- -- 0
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
MASONRY JACK ARCH DECK
a) Change of shape of arch? NO Problem -- -- 0
b) Cracking of arch barrel? Yes Bad Some Qty 5
c) Cracking or bulging of spandrel walls? NO Problem -- -- 0
d) Spandrel walls separating from arch? NO Problem -- -- 0
e) Spalling of stones or bricks? NO Problem -- -- 0
f) Poor pointing? Yes Bad Much Qty 6
g) Cracking or bulging of spandrel walls? Yes Bad Some Qty 5
h) Water leaking through arch? NO Problem -- -- 0
i) Scour under arch foundations? 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 Some Qty 5
b) Damage to foundation? Yes Bad Much Qty 6
c) Movement of abutment? Not Accessible -- -- --
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? Not Accessible -- -- --
g) Movement of retaining walls? Not Accessible -- -- --
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? Not Accessible -- -- --
c) Water leaking through the abutment? Yes Bad Much Qty 6
C- CONCRETE WALLS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
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 Some Qty 5
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 Bad Some Qty 5
b) Slippage of fill? NO Problem -- -- 0
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
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? Yes Bad Much Qty 6
b) Damage to foundation? Yes Bad Much Qty 6
c) Movement of abutment? Not Accessible -- -- --
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? Not Accessible -- -- --
g) Movement of retaining walls? Not Accessible -- -- --
h) Water leaking down through the expansion joint? Yes Bad Some Qty 5
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Much Qty 6
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Not Accessible -- -- --
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? Not Accessible -- -- --
b) Bulging? Not Accessible -- -- --
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? NO Problem -- -- 0
b) Slippage of fill? NO Problem -- -- 0
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? NO Problem -- -- 0
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Bad Some Qty 5
b) Poor pointing? Yes Bad Much Qty 6
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? Yes Bad Some Qty 5
b) Settlement? Yes Bad Some Qty 5
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 Some Qty 5
d) Damage to wires or ties? Yes Bad Much Qty 6
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Not Accessible -- -- --
b) Cracking? Not Accessible -- -- --
c) Spalling or stones missing? Not Accessible -- -- --
d) Erosion of surface? Not Accessible -- -- --
e) Corrosion of reinforcement? Not Accessible -- -- --
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? Not Accessible -- -- --
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Not Accessible -- -- --
MASONRY PIERS
a) Cracking? Yes Bad Some Qty 5
b) Poor pointing? Yes Bad Much Qty 6
c) Deterioration of masonry Yes Bad Some Qty 5
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? NO Problem -- -- 0
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint Not Accessible -- -- --
MASONRY PIERS
a) Cracking? Yes Bad Some Qty 5
b) Poor pointing? Yes Bad Much Qty 6
c) Deterioration of masonry Yes Bad Some Qty 5
Pier-3
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? Not Accessible -- -- --
d) Impact damage? Not Accessible -- -- --
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 Much Qty 6
c) Deterioration of masonry Yes Bad Some Qty 5

End of Report