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 Thathyd Division

Critical Report on Bridge Condition

16 Nov 2025 25.36% 22 Jun 2025 2.91% 12 Jun 2025 9.82% 27 Feb 2025 0.65% 01 Aug 2024 1.19% 10 Jun 2024 10.93% 30 Nov 2023 2.94%

Form Filled By Samiksha Sharma [61003900410385]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 27.78 % 1.85 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 43.21 % 2.88 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 35.56 % 2.37 %
4 10 RIVER 18.18 % 1.21 %
5 10 BEARINGS 0.00 % 0.00 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 51.85 % 3.46 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 60.65 % 4.04 %
8 10 Embankments 38.27 % 2.55 %
9 10 RIVER BED 38.27 % 2.55 %
10 60 SUPERSTRUCTURE 11.11 % 4.44 %
150 Overall 25.35%

Inspection Team

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 Some Qty 2
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Not So Bad Some Qty 2
b) Blocked or damaged road drains? NO Problem -- -- 0
c) Water on the deck? NO Problem -- -- 0
d) Blocked or damaged deck drains? NO Problem -- -- 0
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Not So Bad Some Qty 2
b) Spalling? Yes Not So Bad Some Qty 2
c) Reinforcement exposed? Yes Very Bad Not Much Qty 7
d) Poor concrete? Yes Very Bad Not Much Qty 7
e) Wear of surface due to small stones? NO Problem -- -- 0
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Bad Not Much Qty 4
a) Damaged or loose kerbs? Yes Bad Not Much Qty 4
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Bad Not Much Qty 4
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? NO Problem -- -- 0
e) Corrosion on steel surface? NO Problem -- -- 0
f) Cracking on Masonary Parapets? Yes Bad Some Qty 5
g) Movement or bending of parapet? Yes Bad Some Qty 5
h) Poor pointing/ Plaster on parapet? Yes Bad Not Much Qty 4
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 Bad Not Much Qty 4
b) Debris or vegetation in joint? NO Problem -- -- 0
c) Loose or damaged fixtures? Yes Very Bad Much Qty 9
d) Damage or corrosion to metal parts? Yes Not So Bad Much Qty 3
e) Damage to rubber waterseals? NO Problem -- -- 0
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? NO Problem -- -- 0
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? NO Problem -- -- 0
b) Damage to walls? Yes Very Bad Much Qty 9
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
SUPERSTRUCTURE -1
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Not Much Qty 1
b) Debris or vegetation on beams, girders, trusses bracings or joints? NO Problem -- -- 0
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
SUPERSTRUCTURE -2
TYPE - CONCRETE
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? 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? 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? Yes Very Bad Much Qty 9
d) Debris against abutment? Yes Not So Bad Some Qty 2
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? Yes Very Bad Much Qty 9
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Much Qty 6
D- MASONRY WALLS
a) Cracking? Yes Bad Much Qty 6
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 Not So Bad Some Qty 2
e) Piping failure of fill? Yes Not So Bad Not Much Qty 1
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 Not So Bad Not Much Qty 1
e) Vegetation growing on-or in abutment? NO Problem -- -- 0
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 Bad Some Qty 5
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? Yes Bad Some Qty 5
b) Spalling? Yes Not So Bad Much Qty 3
c) Corrosion of reinforcement? Yes Very Bad Much Qty 9
d) Poor concrete? Yes Very Bad Much Qty 9
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 Not So Bad Much Qty 3
c) Erosion of fill? Yes Bad Not Much Qty 4
d) Cracking of road or embankment edge? Yes Not So Bad Not Much Qty 1
e) Piping failure of fill? Yes Not So Bad Not Much Qty 1
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Not So Bad Some Qty 2
b) Poor pointing? Yes Not So Bad Some Qty 2
c) Scour or erosion at edge? Yes Not So Bad Not Much Qty 1
d) Pieces broken off? Yes Not So Bad Not Much Qty 1
e) Piping failure of fill? Yes Not So Bad Not Much Qty 1
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Bad Some Qty 5
b) Damage to crates or ties? Yes Bad Some Qty 5
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Yes Bad Some Qty 5
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 Bad Some Qty 5
b) Loss of material Yes Bad Some Qty 5
c) Crates broken away from pier or abutment? Yes Bad Some Qty 5
d) Damage to wires or ties? Yes Not So Bad Some Qty 2
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Not So Bad Some Qty 2
b) Cracking? Yes Bad Not Much Qty 4
c) Spalling or stones missing? Yes Not So Bad Much Qty 3
d) Erosion of surface? Yes Bad Not Much Qty 4
e) Corrosion of reinforcement? Yes Not So Bad Not Much Qty 1

End of Report