ID :640 CANAL BRIDGE

on Chainage 3.000 of Khatima Chinki Biriya Jhankat road

In District Udham Singh Nagar Under CD Khatima Division

Critical Report on Bridge Condition

19 Jun 2024 21.05% 16 Nov 2023 1.16% 26 Nov 2022 1.15%

Form Filled By Himanshu Bhatt [370022220]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 37.04 % 1.76 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 38.27 % 1.82 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 20.00 % 0.95 %
4 10 RIVER 46.46 % 2.21 %
5 10 BEARINGS 0.00 % 0.00 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 39.61 % 1.89 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 9.66 % 0.46 %
8 10 Embankments 5.56 % 0.26 %
9 10 RIVER BED 0.00 % 0.00 %
10 60 SUPERSTRUCTURE 24.87 % 7.11 %
11 60 PIERs 16.05 % 4.59 %
210 Overall 21.05%

Inspection Team

"Km 3 of Khatima Chhinki road"

(Himanshu Bhatt)

Assistant Engineer Civil

on Jun 19, 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 Bad Not Much Qty 4
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Bad Much Qty 6
b) Blocked or damaged road drains? NO Problem -- -- 0
c) Water on the deck? Yes Bad Not Much Qty 4
d) Blocked or damaged deck drains? Yes Bad Not Much Qty 4
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? NO Problem -- -- 0
a) Damaged or loose kerbs? Yes Bad Much Qty 6
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Bad Some Qty 5
b) Loose or damaged fixings? Yes Bad Not Much Qty 4
c) Loose base of posts? Yes Bad Not Much Qty 4
d) Damaged coatirig or paint on steel surface? Yes Not So Bad Some Qty 2
e) Corrosion on steel surface? NO Problem -- -- 0
f) Cracking on Masonary Parapets? Yes Bad Much Qty 6
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 Not Much Qty 4
b) Debris or vegetation in joint? Yes Bad Some Qty 5
c) Loose or damaged fixtures? NO Problem -- -- 0
d) Damage or corrosion to metal parts? NO Problem -- -- 0
e) Damage to rubber waterseals? NO Problem -- -- 0
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 Not Much Qty 4
c) Fencing or buildings under bridge? Yes Bad Not Much Qty 4
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? Yes Bad Much Qty 6
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Yes Very Bad Not Much Qty 7
b) Damage to walls? Yes Bad Some Qty 5
c) Loss of pitching? Yes Bad Much Qty 6
d) Damage to crates, timber, fencing, etc.? NO Problem -- -- 0
e) Damage to trees? Yes Not So Bad Some Qty 2
5 SUPERSTRUCTURE Component Weightage 60
SUPERSTRUCTURE -1
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? Yes Bad Much Qty 6
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 Not So Bad Some Qty 2
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 Not Much Qty 4
g) Cracking or bulging of spandrel walls? NO Problem -- -- 0
h) Water leaking through arch? NO Problem -- -- 0
i) Scour under arch foundations? Yes Bad Some Qty 5
SUPERSTRUCTURE -2
TYPE - MASONRY ARCH
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 Bad Much Qty 6
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 Much Qty 6
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? NO Problem -- -- 0
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? NO Problem -- -- 0
g) Cracking or bulging of spandrel walls? NO Problem -- -- 0
h) Water leaking through arch? NO Problem -- -- 0
i) Scour under arch foundations? NO Problem -- -- 0
SUPERSTRUCTURE -3
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? NO Problem -- -- 0
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? NO Problem -- -- 0
e) Not enough vertical & horizontal clearances? Yes Bad Much Qty 6
MASONRY JACK ARCH DECK
a) Change of shape of arch? Yes Bad Some Qty 5
b) Cracking of arch barrel? Yes Bad Much Qty 6
c) Cracking or bulging of spandrel walls? NO Problem -- -- 0
d) Spandrel walls separating from arch? Yes Bad Some Qty 5
e) Spalling of stones or bricks? Yes Bad Some Qty 5
f) Poor pointing? NO Problem -- -- 0
g) Cracking or bulging of spandrel walls? Yes Bad Much Qty 6
h) Water leaking through arch? Yes Bad Much Qty 6
i) Scour under arch foundations? Yes Bad Some Qty 5
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? NO Problem -- -- 0
c) Movement of abutment? NO Problem -- -- 0
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 Some Qty 5
g) Movement of retaining walls? Yes Bad Some Qty 5
h) Water leaking down through the expansion joint? Not Applicable -- -- --
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 Much Qty 6
C- CONCRETE WALLS
a) Cracking? Yes Not So Bad Some Qty 2
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? Yes Not So Bad Some Qty 2
b) Bulging? Yes Bad Not Much Qty 4
c) Poor pointing? Yes Not So Bad Some Qty 2
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 Not Much Qty 4
b) Slippage of fill? NO Problem -- -- 0
c) Erosion of fill? Yes Bad Some Qty 5
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? Yes Bad Much Qty 6
b) Damage to foundation? NO Problem -- -- 0
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? Yes Bad Much Qty 6
e) Vegetation growing on-or in abutment? Yes Bad Some Qty 5
f) Scour near to retaining walls? Yes Not So Bad Much Qty 3
g) Movement of retaining walls? Not Applicable -- -- --
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? Not Applicable -- -- --
b) Poor pointing? Yes Bad Not Much Qty 4
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 - MASONRY PIERS
a) Scour near base of pier? Yes Not So Bad Some Qty 2
b) Damage to foundations? Yes Bad Not Much Qty 4
c) Movement of pier? Yes Not So Bad Some Qty 2
d) Impact damage? Yes Not So Bad Some Qty 2
e) Vegetation growirig on pier? Yes Not So Bad Much Qty 3
f) Water Leaking past expansion joint Yes Not So Bad Some Qty 2
MASONRY PIERS
a) Cracking? Yes Not So Bad Some Qty 2
b) Poor pointing? Yes Bad Not Much Qty 4
c) Deterioration of masonry Yes Not So Bad Much Qty 3
Pier-2
TYPE - MASONRY PIERS
a) Scour near base of pier? Yes Not So Bad Some Qty 2
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 NO Problem -- -- 0
MASONRY PIERS
a) Cracking? NO Problem -- -- 0
b) Poor pointing? NO Problem -- -- 0
c) Deterioration of masonry NO Problem -- -- 0

End of Report