ID :1585 स्वतंत्रता संग्राम सैनानी ”वृक्ष मानव“ श्री विश्वेश्वर दत्त सकलानी मोटर मार्ग कि0मी0- 12 है0मी0 0-2

on Chainage 11.075 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

15 Jun 2026 51.32% 12 Jun 2026 21.04% 03 Jun 2026 38.43% 03 Dec 2025 27.68% 29 Nov 2025 20.76% 12 Jun 2025 17.97% 28 Feb 2025 17.35% 03 Aug 2024 18.34% 31 Jul 2024 36.03% 29 Apr 2024 31.38% 10 Nov 2023 0%

Form Filled By Surendra Kumar [90007790]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 56.48 % 3.77 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 86.42 % 5.76 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 66.67 % 4.44 %
4 10 RIVER 8.64 % 0.58 %
5 10 BEARINGS 29.91 % 1.99 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 16.20 % 1.08 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 8.80 % 0.59 %
8 10 Embankments 0.00 % 0.00 %
9 10 RIVER BED 6.17 % 0.41 %
10 60 SUPERSTRUCTURE 81.75 % 32.70 %
150 Overall 51.32%

Inspection Team

"Km 12"

(Samiksha Sharma)

Additional Assistant Engineer Civil

on Jun 13, 2026

"The reinforcement of the deck slab and beam is visible and rusted. The bearings are also rusted. Experts have suggested restricting this bridge for heavy vehicles."

(Surendra Kumar)

Assistant Engineer Civil

on Jun 12, 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? Yes Not So Bad Not Much Qty 1
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Not So Bad Some Qty 2
b) Blocked or damaged road drains? Yes Not So Bad Some Qty 2
c) Water on the deck? Yes Bad Much Qty 6
d) Blocked or damaged deck drains? Yes Bad Much Qty 6
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Bad Much Qty 6
c) Reinforcement exposed? Yes Very Bad Some Qty 8
d) Poor concrete? Yes Very Bad Some Qty 8
e) Wear of surface due to small stones? NO Problem -- -- 0
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Very Bad Some Qty 8
a) Damaged or loose kerbs? Yes Very Bad Some Qty 8
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 Some Qty 8
e) Corrosion on steel surface? Yes Very Bad Some Qty 8
f) Cracking on Masonary Parapets? NO Problem -- -- 0
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 Bad Not Much Qty 4
b) Debris or vegetation in joint? Yes Very Bad Much Qty 9
c) Loose or damaged fixtures? NO Problem -- -- 0
d) Damage or corrosion to metal parts? Yes Very Bad Some Qty 8
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? Not Applicable -- -- --
b) Remains of old bridge under or upstream of the bridge? Not Applicable -- -- --
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 Not So Bad Some Qty 2
b) Damage to walls? Yes Not So Bad Much Qty 3
c) Loss of pitching? Yes Not So Bad Some Qty 2
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? Yes Very Bad Much Qty 9
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Not Much Qty 4
c) Water coming through the deck? Yes Very Bad Some Qty 8
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? NO Problem -- -- 0
e) Not enough vertical & horizontal clearances? Yes Not So Bad Not Much Qty 1
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
METAL BEARINGS
a) Debris or vegetation around bearings? Yes Not So Bad Much Qty 3
b) Bad drainage? Yes Not So Bad Some Qty 2
c) Not enough room for the bridge span to move? Yes Not So Bad Not Much Qty 1
d) Bearing not seated properly? Yes Not So Bad Not Much Qty 1
e) Bridge span not seated properly on bearing? NO Problem -- -- 0
f) Damaged bedding mortar? Yes Bad Not Much Qty 4
g) Damaged or loose earthquake restraints? Yes Not So Bad Some Qty 2
METAL BEARINGS
a) Parts not properly seated? Yes Not So Bad Not Much Qty 1
b) Parts not free to move? Yes Not So Bad Not Much Qty 1
c) Problem with the lubrication system? Yes Very Bad Much Qty 9
d) Sliding surfaces damaged? Yes Not So Bad Some Qty 2
e) Cracks or bends in metal parts/ Bearing? NO Problem -- -- 0
f) Corrosion of metal parts? Yes Very Bad Much Qty 9
7 Right Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Not So Bad Some Qty 2
b) Damage to foundation? Yes Not So Bad Some Qty 2
c) Movement of abutment? Yes Not So Bad Some Qty 2
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? 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 Very Bad Much Qty 9
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Not So Bad Some Qty 2
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 Some Qty 2
b) Bulging? NO Problem -- -- 0
c) Poor pointing? Yes Not So Bad Not Much Qty 1
d) Deterioration of bricks or stones? Yes Not So Bad Not Much Qty 1
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? Yes Not So Bad Some Qty 2
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
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? Yes Not So Bad Not Much Qty 1
d) Debris against abutment? Yes Not So Bad Not Much Qty 1
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 Not Much Qty 1
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? Yes Not So Bad Not Much Qty 1
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Not So Bad Not Much Qty 1
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Yes Not So Bad Not Much Qty 1
C- CONCRETE WALLS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Spalling? Yes Not So Bad Not Much Qty 1
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Not So Bad Not Much Qty 1
D- MASONRY WALLS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Bulging? NO Problem -- -- 0
c) Poor pointing? Yes Not So Bad Not Much Qty 1
d) Deterioration of bricks or stones? Yes Not So Bad Not Much Qty 1
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? Yes Not So Bad Not Much Qty 1
c) Erosion of fill? Yes Not So Bad Not Much Qty 1
d) Cracking of road or embankment edge? Yes Not So Bad Not Much Qty 1
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? NO Problem -- -- 0
b) Damage to crates or ties? NO Problem -- -- 0
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 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? Yes Not So Bad Not Much Qty 1
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? NO Problem -- -- 0
b) Cracking? NO Problem -- -- 0
c) Spalling or stones missing? NO Problem -- -- 0
d) Erosion of surface? NO Problem -- -- 0
e) Corrosion of reinforcement? NO Problem -- -- 0

End of Report