ID :1586 रायपुर कुमाल्डा मो0 मार्ग के कि0मी0-15 है0मी0 8-10

on Chainage 15.000 of Freedom fighter Shri Vishveshwar Dutt Saklani motor road (Raipur Kaddukhal state highway)

In District Tehri Under TD Thatyur Division


Critical Report on Bridge Condition

Form Filled By Surendra Kumar [90007790]

Inspection Team

"The bridge is in poor condition. Experts have called for the bridge to be closed to heavy vehicles."

(Surendra Kumar)

Assistant Engineer Civil

on Jul 02, 2026

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 Very Bad Not Much Qty 7
b) Blocked or damaged road drains? Yes Bad Some Qty 5
c) Water on the deck? Yes Bad Some Qty 5
d) Blocked or damaged deck drains? Yes Bad Much Qty 6
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Not Much Qty 4
c) Reinforcement exposed? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
e) Wear of surface due to small stones? NO Problem -- -- 0
D- KERBS & FOOTPATHS
a) Loose railing fixtures? NO Problem -- -- 0
a) Damaged or loose kerbs? NO Problem -- -- 0
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 Applicable -- -- --
e) Corrosion on steel surface? Not Applicable -- -- --
f) Cracking on Masonary Parapets? Yes Not So Bad Some Qty 2
g) Movement or bending of parapet? NO Problem -- -- 0
h) Poor pointing/ Plaster on parapet? NO Problem -- -- 0
i) Deterioration of bricks or stones? NO Problem -- -- 0
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? NO Problem -- -- 0
c) Loose or damaged fixtures? Yes Not So Bad Some Qty 2
d) Damage or corrosion to metal parts? Yes Very Bad Not Much Qty 7
e) Damage to rubber waterseals? Yes Bad Not Much Qty 4
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Very Bad Not Much Qty 7
b) Remains of old bridge under or upstream of the bridge? NO Problem -- -- 0
c) Fencing or buildings under bridge? NO Problem -- -- 0
d) Trees or bushes.growing under bridge? NO Problem -- -- 0
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? Yes Very Bad Not Much Qty 7
b) Damage to walls? Yes Very Bad Some Qty 8
c) Loss of pitching? NO Problem -- -- 0
d) Damage to crates, timber, fencing, etc.? Yes Very Bad Much Qty 9
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? Yes Very Bad Not Much Qty 7
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? Yes Not So Bad Some Qty 2
CONCRETE BEAMS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Not Much Qty 7
c) Corrosion of reinforcement? NO Problem -- -- 0
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? NO Problem -- -- 0
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? NO Problem -- -- 0
b) Damage to foundation? Yes Very Bad Some Qty 8
c) Movement of abutment? Yes Very Bad Some Qty 8
d) Debris against abutment? Yes Bad Much Qty 6
e) Vegetation growing on-or in abutment? Yes Not So Bad Not Much Qty 1
f) Scour near to retaining walls? NO Problem -- -- 0
g) Movement of retaining walls? Yes Very Bad Some Qty 8
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? Yes Bad Not Much Qty 4
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? Yes Very Bad Some Qty 8
b) Bulging? Yes Very Bad Some Qty 8
c) Poor pointing? NO Problem -- -- 0
d) Deterioration of bricks or stones? Yes Not So Bad Some Qty 2
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Some Qty 8
b) Slippage of fill? NO Problem -- -- 0
c) Erosion of fill? Yes Very Bad Some Qty 8
d) Cracking of road or embankment edge? NO Problem -- -- 0
e) Piping failure of fill? Yes Not So Bad Some Qty 2
8 Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Bad Not Much Qty 4
b) Damage to foundation? Yes Not So Bad Some Qty 2
c) Movement of abutment? Yes Not So Bad Much Qty 3
d) Debris against abutment? Yes Bad Not Much Qty 4
e) Vegetation growing on-or in abutment? Yes Not So Bad Not Much Qty 1
f) Scour near to retaining walls? Yes Not So Bad Some Qty 2
g) Movement of retaining walls? Yes Not So Bad Some Qty 2
h) Water leaking down through the expansion joint? Yes Bad Some Qty 5
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Not Much Qty 4
b) Weepholes not working? Yes Not So Bad Some Qty 2
c) Water leaking through the abutment? Yes Not So Bad Not Much Qty 1
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? Yes Not So Bad Not Much Qty 1
b) Bulging? Yes Very Bad Some Qty 8
c) Poor pointing? Yes Very Bad Some Qty 8
d) Deterioration of bricks or stones? Yes Not So Bad Much Qty 3
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Not Much Qty 7
b) Slippage of fill? Yes Very Bad Not Much Qty 7
c) Erosion of fill? Yes Very Bad Some Qty 8
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? NO Problem -- -- 0
c) Scour or erosion at edge? Yes Not So Bad Not Much Qty 1
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? Yes Very Bad Not Much Qty 7
b) Damage to crates or ties? Yes Very Bad Some Qty 8
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? Yes Bad Not Much Qty 4
b) Loss of material Yes Bad Much Qty 6
c) Crates broken away from pier or abutment? Yes Very Bad Some Qty 8
d) Damage to wires or ties? Yes Very Bad Some Qty 8
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Very Bad Not Much Qty 7
b) Cracking? Yes Very Bad Not Much Qty 7
c) Spalling or stones missing? Yes Very Bad Not Much Qty 7
d) Erosion of surface? Yes Very Bad Not Much Qty 7
e) Corrosion of reinforcement? Yes Very Bad Much Qty 9

End of Report