ID :2500 Rawatgaon Bridge

on Chainage 7.000 of Lamgaon Bijpur Rawatgaon Paniyla motor road

In District Tehri Under PD New Tehri Division


Critical Report on Bridge Condition

Form Filled By Shashi Kant [42270313M01728]

Inspection Team

"Lambgaon bijpur rawatgaon paniyala Odr M/r bridge inspection at km-7"

(Shashi Kant)

Additional Assistant Engineer Civil

on Jul 03, 2025

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 Much Qty 3
b) Blocked or damaged road drains? Yes Not So Bad Much Qty 3
c) Water on the deck? Yes Not So Bad Not Much Qty 1
d) Blocked or damaged deck drains? Yes Not So Bad Some Qty 2
C- WEARING COAT
BITUMEN WEARING COURSE
a) Surface breaking up or lifting off? Yes Not So Bad Some Qty 2
b) Cracking above joints ? Yes Not So Bad Not Much Qty 1
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Not So Bad Much Qty 3
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 Not So Bad Much Qty 3
b) Loose or damaged fixings? Yes Not So Bad Some Qty 2
c) Loose base of posts? Yes Not So Bad Not Much Qty 1
d) Damaged coatirig or paint on steel surface? Yes Not So Bad Some Qty 2
e) Corrosion on steel surface? Yes Not So Bad Much Qty 3
f) Cracking on Masonary Parapets? Yes Not So Bad Some Qty 2
g) Movement or bending of parapet? Yes Not So Bad Some Qty 2
h) Poor pointing/ Plaster on parapet? Yes Not So Bad Much Qty 3
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 Not Much Qty 1
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 Not Much Qty 1
e) Damage to rubber waterseals? Not Accessible -- -- --
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 Accessible -- -- --
c) Fencing or buildings under bridge? NO Problem -- -- 0
d) Trees or bushes.growing under bridge? Yes Not So Bad Much Qty 3
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? NO Problem -- -- 0
b) Damage to walls? Yes Not So Bad Not Much Qty 1
c) Loss of pitching? Yes Not So Bad Not Much Qty 1
d) Damage to crates, timber, fencing, etc.? Yes Not So Bad Not Much Qty 1
e) Damage to trees? Yes Not So Bad Not Much Qty 1
5 SUPERSTRUCTURE Component Weightage 60
CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Some Qty 2
c) Water coming through the deck? NO Problem -- -- 0
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
CONCRETE BEAMS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? NO Problem -- -- 0
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? NO Problem -- -- 0
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 Not Much Qty 1
e) Vegetation growing on-or in abutment? Yes Bad Not Much Qty 4
f) Scour near to retaining walls? Yes Not So Bad Not Much Qty 1
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? NO Problem -- -- 0
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Not Much Qty 4
b) Weepholes not working? Yes Not So Bad Not Much Qty 1
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
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 Bad Not Much Qty 4
e) Vegetation growing on-or in abutment? Yes Bad Some Qty 5
f) Scour near to retaining walls? Yes Not So Bad Not Much Qty 1
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? NO Problem -- -- 0
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Not Much Qty 4
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? Yes Not So Bad Not Much Qty 1
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? Not Applicable -- -- --
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 Not So Bad Not Much Qty 1
b) Loss of material Yes Not So Bad Not Much Qty 1
c) Crates broken away from pier or abutment? Not Accessible -- -- --
d) Damage to wires or ties? Not Accessible -- -- --
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Not So Bad Not Much Qty 1
b) Cracking? Yes Not So Bad Not Much Qty 1
c) Spalling or stones missing? NO Problem -- -- 0
d) Erosion of surface? Yes Not So Bad Not Much Qty 1
e) Corrosion of reinforcement? Yes Not So Bad Not Much Qty 1

End of Report