ID :2499 Ongad Bridge

on Chainage 7.000 of Lambgaon Motna Rajakhet Ghansali Sendul state highway

In District Tehri Under PD New Tehri Division


Critical Report on Bridge Condition

Form Filled By Shashi Kant [42270313M01728]

Inspection Team

"SH-69 bridge inspection at Ongad bridge at km-8"

(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? NO Problem -- -- 0
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Not So Bad Not Much Qty 1
b) Blocked or damaged road drains? Yes Not So Bad Not Much Qty 1
c) Water on the deck? NO Problem -- -- 0
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? NO Problem -- -- 0
b) Cracking above joints ? NO Problem -- -- 0
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Not So Bad Much Qty 3
a) Damaged or loose kerbs? Yes Not So Bad Much Qty 3
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? NO Problem -- -- 0
b) Loose or damaged fixings? NO Problem -- -- 0
c) Loose base of posts? NO Problem -- -- 0
d) Damaged coatirig or paint on steel surface? Not Accessible -- -- --
e) Corrosion on steel surface? Not Accessible -- -- --
f) Cracking on Masonary Parapets? Yes Not So Bad Much Qty 3
g) Movement or bending of parapet? NO Problem -- -- 0
h) Poor pointing/ Plaster on parapet? Yes Not So Bad Much Qty 3
i) Deterioration of bricks or stones? Yes Not So Bad Some Qty 2
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? NO Problem -- -- 0
b) Debris or vegetation in joint? Yes Not So Bad Some Qty 2
c) Loose or damaged fixtures? NO Problem -- -- 0
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 Not So Bad Some Qty 2
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? 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? 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
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 Much Qty 3
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? NO Problem -- -- 0
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? NO Problem -- -- 0
e) Vegetation growing on-or in abutment? Yes Not So Bad Much Qty 3
f) Scour near to retaining walls? NO Problem -- -- 0
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 Not So Bad Much Qty 3
b) Weepholes not working? Yes Not So Bad Much Qty 3
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? NO Problem -- -- 0
b) Damage to foundation? NO Problem -- -- 0
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? NO Problem -- -- 0
e) Vegetation growing on-or in abutment? NO Problem -- -- 0
f) Scour near to retaining walls? NO Problem -- -- 0
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? 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? NO Problem -- -- 0
b) Poor pointing? NO Problem -- -- 0
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? Not Accessible -- -- --
b) Damage to crates or ties? Not Accessible -- -- --
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? 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? Yes Not So Bad Some Qty 2
d) Erosion of surface? Yes Not So Bad Not Much Qty 1
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 Not Much Qty 1
b) Damage to foundations? Yes Not So Bad Not Much Qty 1
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? Yes Not So Bad Not Much Qty 1
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Not Accessible -- -- --
MASONRY PIERS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Poor pointing? Yes Not So Bad Not Much Qty 1
c) Deterioration of masonry Yes Not So Bad Not Much Qty 1
Pier-2
TYPE - MASONRY PIERS
a) Scour near base of pier? NO Problem -- -- 0
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? Yes Not So Bad Some Qty 2
f) Water Leaking past expansion joint NO Problem -- -- 0
MASONRY PIERS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Poor pointing? Yes Not So Bad Not Much Qty 1
c) Deterioration of masonry Yes Not So Bad Not Much Qty 1

End of Report