ID :1583 स्वतंत्रता संग्राम सैनानी ”वृक्ष मानव“ श्री विश्वेश्वर दत्त सकलानी मोटर मार्ग कि0मी0-9 है0मी0 0-2

on Chainage 8.050 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

03 Dec 2025 26.53% 29 Nov 2025 42.21% 18 Jun 2025 3.46% 18 Jun 2025 6.58% 12 Jun 2025 3.12% 28 Feb 2025 3.85% 03 Aug 2024 5.35% 31 Jul 2024 15.21% 07 May 2024 17.84% 10 Nov 2023 0.52%

Form Filled By Surendra Kumar [90007790]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 32.41 % 3.60 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 75.31 % 8.37 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 88.89 % 9.88 %
4 10 RIVER 43.43 % 4.83 %
5 10 BEARINGS 7.41 % 0.82 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 38.43 % 4.27 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 30.09 % 3.34 %
8 10 Embankments 20.83 % 2.31 %
9 10 RIVER BED 43.06 % 4.78 %
90 Overall 42.2%

Inspection Team

"Deck slab ki reinforcement dikhayee de rhi hai . Bridge ke beech Deck slab me hole ho gaya tha . Bridge ki Deck slab ka pun nirman kiya jana aawashyak hai. Aapda ke karn abutment ke aaspas scouring ho rha hai"

(Surendra Kumar)

Assistant Engineer Civil

on Nov 29, 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 Bad Not Much Qty 4
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Bad Not Much Qty 4
b) Blocked or damaged road drains? Yes Bad Not Much Qty 4
c) Water on the deck? Yes Not So Bad Much Qty 3
d) Blocked or damaged deck drains? Yes Bad Not Much Qty 4
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Reinforcement exposed? Yes Bad Much Qty 6
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? 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 Not Much Qty 7
e) Corrosion on steel surface? NO Problem -- -- 0
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 Very Bad Much Qty 9
b) Debris or vegetation in joint? Yes Very Bad Much Qty 9
c) Loose or damaged fixtures? Yes Bad Some Qty 5
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? Yes Bad Not Much Qty 4
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? Yes Not So Bad Some Qty 2
B- CHANGE IN RIVER COURSE
a) River changing path upstream of bridge? Yes Not So Bad Some Qty 2
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 Much Qty 9
b) Damage to walls? Yes Very Bad Some Qty 8
c) Loss of pitching? Yes Very Bad Much Qty 9
d) Damage to crates, timber, fencing, etc.? Yes Very Bad Much Qty 9
e) Damage to trees? NO Problem -- -- 0
5 BEARINGS Component Weightage 10
RUBBER BEARINGS
a) Debris or vegetation around bearings? Yes Not So Bad Some Qty 2
b) Bad drainage? Yes Not So Bad Some Qty 2
c) Not enough room for the bridge span to move? NO Problem -- -- 0
d) Bearing not seated properly? NO Problem -- -- 0
e) Bridge span not seated properly on bearing? NO Problem -- -- 0
f) Damaged bedding mortar? Yes Not So Bad Not Much Qty 1
g) Damaged or loose earthquake restraints? NO Problem -- -- 0
RUBBER BEARINGS
a) Splitting, tearing or cracking of rubber? NO Problem -- -- 0
b) Damaged bedding mortar? Yes Not So Bad Not Much Qty 1
6 Right Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Very Bad Some Qty 8
b) Damage to foundation? Yes Bad Not Much Qty 4
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 Not So Bad Much Qty 3
f) Scour near to retaining walls? Yes Very Bad Much Qty 9
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? Yes Bad Much Qty 6
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Some Qty 8
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Yes Bad Some Qty 5
C- CONCRETE WALLS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? Yes Very Bad Not Much Qty 7
d) Poor concrete? NO Problem -- -- 0
D- MASONRY WALLS
a) Cracking? Yes Bad Some Qty 5
b) Bulging? Yes Bad Much Qty 6
c) Poor pointing? Yes Very Bad Much Qty 9
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 Very Bad Some Qty 8
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
7 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 Not Much Qty 7
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 Not So Bad Some Qty 2
f) Scour near to retaining walls? Yes Very Bad Much Qty 9
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? Yes Very Bad Some Qty 8
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Not Much Qty 4
b) Weepholes not working? Yes Bad Not Much Qty 4
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? Yes Bad Much Qty 6
d) Deterioration of bricks or stones? NO Problem -- -- 0
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Bad Much Qty 6
b) Slippage of fill? Yes Bad Much Qty 6
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 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 Bad Much Qty 6
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 Much Qty 9
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
9 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 NO Problem -- -- 0
c) Crates broken away from pier or abutment? Not Applicable -- -- --
d) Damage to wires or ties? NO Problem -- -- 0
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Very Bad Much Qty 9
b) Cracking? NO Problem -- -- 0
c) Spalling or stones missing? Yes Very Bad Much Qty 9
d) Erosion of surface? NO Problem -- -- 0
e) Corrosion of reinforcement? Yes Very Bad Much Qty 9

End of Report