ID :2116 Bagwadi Bridge

on Chainage 3.425 of Thalisain Bhungidhar Deghat Jainal Manila Dotiyal Marchula state highway

In District Pauri Under CD Baijroo Division

Critical Report on Bridge Condition

10 Jun 2024 86.74% 13 Nov 2023 88.73% 21 Jul 2023 11.95% 19 Jul 2023 0.37% 19 Jul 2023 0.34% 18 Jul 2023 0%

Form Filled By Devraj Singh Pokhriyal [42270313M01759]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 100.00 % 6.67 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 100.00 % 6.67 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 100.00 % 6.67 %
4 10 RIVER 90.00 % 6.00 %
5 10 BEARINGS 0.00 % 0.00 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 40.91 % 2.73 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 100.00 % 6.67 %
8 10 Embankments 100.00 % 6.67 %
9 10 RIVER BED 100.00 % 6.67 %
10 60 SUPERSTRUCTURE 100.00 % 40.00 %
150 Overall 88.75%

Inspection Team

"The bridge was fully damaged on 20th July due to cloud burst in Rouli village. A 30 mtr span Bailey bridge has been constructed in place of the damaged bridge and is safe for light traffic."

(Devraj Singh Pokhriyal)

Junior Engineer Civil

on Nov 13, 2023

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 Much Qty 9
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Very Bad Much Qty 9
b) Blocked or damaged road drains? Yes Very Bad Much Qty 9
c) Water on the deck? Not Accessible -- -- --
d) Blocked or damaged deck drains? Not Accessible -- -- --
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Much Qty 9
c) Reinforcement exposed? Yes Very Bad Much Qty 9
d) Poor concrete? Yes Very Bad Much Qty 9
e) Wear of surface due to small stones? Yes Very Bad Much Qty 9
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? Yes Very Bad Much Qty 9
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 Very Bad Much Qty 9
b) Remains of old bridge under or upstream of the bridge? Yes Very Bad Much Qty 9
c) Fencing or buildings under bridge? Yes Very Bad Much Qty 9
d) Trees or bushes.growing under bridge? NO Problem -- -- 0
B- CHANGE IN RIVER COURSE
a) River changing path upstream of bridge? Yes Very Bad Much Qty 9
b) New islands forming upstream of bridge? Yes Very Bad Much Qty 9
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Yes Very Bad Much Qty 9
b) Damage to walls? Yes Very Bad Much Qty 9
c) Loss of pitching? Yes Very Bad Much Qty 9
d) Damage to crates, timber, fencing, etc.? Yes Very Bad Much Qty 9
e) Damage to trees? Not Applicable -- -- --
5 SUPERSTRUCTURE Component Weightage 60
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? Yes Very Bad Much Qty 9
CONCRETE BEAMS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Much Qty 9
c) Corrosion of reinforcement? Yes Very Bad Much Qty 9
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
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 Very Bad Much Qty 9
b) Damage to foundation? Yes Very Bad Much Qty 9
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? Yes Very Bad Much Qty 9
e) Vegetation growing on-or in abutment? Yes Very Bad Much Qty 9
f) Scour near to retaining walls? Yes Very Bad Much Qty 9
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? Yes Very Bad Much Qty 9
B- DRAINAGE SYSTEM
a) Not enough weepholes? NO Problem -- -- 0
b) Weepholes not working? Yes Very Bad Much Qty 9
c) Water leaking through the abutment? NO Problem -- -- 0
C- CONCRETE WALLS
a) Cracking? Not Applicable -- -- --
b) Spalling? Not Applicable -- -- --
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? Yes Very Bad Much Qty 9
e) Piping failure of fill? Yes Very Bad Much Qty 9
8 Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Very Bad Much Qty 9
b) Damage to foundation? Yes Very Bad Much Qty 9
c) Movement of abutment? Yes Very Bad Much Qty 9
d) Debris against abutment? Yes Very Bad Much Qty 9
e) Vegetation growing on-or in abutment? Yes Very Bad Much Qty 9
f) Scour near to retaining walls? Yes Very Bad Much Qty 9
g) Movement of retaining walls? Yes Very Bad Much Qty 9
h) Water leaking down through the expansion joint? Yes Very Bad Much Qty 9
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Much Qty 9
b) Weepholes not working? Yes Very Bad Much Qty 9
c) Water leaking through the abutment? Yes Very Bad Much Qty 9
C- CONCRETE WALLS
a) Cracking? Not Applicable -- -- --
b) Spalling? Not Applicable -- -- --
c) Corrosion of reinforcement? Not Applicable -- -- --
d) Poor concrete? Not Applicable -- -- --
D- MASONRY WALLS
a) Cracking? Yes Very Bad Much Qty 9
b) Bulging? Yes Very Bad Much Qty 9
c) Poor pointing? Yes Very Bad Much Qty 9
d) Deterioration of bricks or stones? Yes Very Bad Much Qty 9
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Much Qty 9
b) Slippage of fill? Yes Very Bad Much Qty 9
c) Erosion of fill? Yes Very Bad Much Qty 9
d) Cracking of road or embankment edge? Yes Very Bad Much Qty 9
e) Piping failure of fill? Yes Very Bad Much Qty 9
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? Yes Very Bad Much Qty 9
d) Pieces broken off? Yes Very Bad Much Qty 9
e) Piping failure of fill? Yes Very Bad Much Qty 9
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Very Bad Much Qty 9
b) Damage to crates or ties? Yes Very Bad Much Qty 9
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? Yes Very Bad Much Qty 9
b) Loss of material Yes Very Bad Much Qty 9
c) Crates broken away from pier or abutment? Yes Very Bad Much Qty 9
d) Damage to wires or ties? Yes Very Bad Much Qty 9
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Very Bad Much Qty 9
b) Cracking? Yes Very Bad Much Qty 9
c) Spalling or stones missing? Yes Very Bad Much Qty 9
d) Erosion of surface? Yes Very Bad Much Qty 9
e) Corrosion of reinforcement? Yes Very Bad Much Qty 9

End of Report