ID :2842 tehri devprayag bridle brige in km 18

on Chainage 18.000 of Devprayag to Tehri bridle road

In District Tehri Under PD New Tehri Division


Critical Report on Bridge Condition

Form Filled By Vandana Kundliya [42270213F01855]

Inspection Team

"Bridle path (Tehri to Devprayag) is not in use now a days. Path to reach the bridge is damaged and full of bushes. Bush cutting is required on whole path and also near & under the bridge. Also bridge is slightly tilted on one side ."

(Vandana Kundliya)

Assistant Engineer Civil

on Jun 23, 2025

"Bridle path (Tehri to Devprayag) is not in use now a days. Path to reach the bridge is damaged and full of bushes. Bush cutting is required on whole path and also near & under the bridge. Also bridge is slightly tilted on one side."

(Vandana Kundliya)

Assistant Engineer Civil

on Jun 23, 2025

"Bridle path Tehri to Devprayag is not in use now a days. Path to reach the bridge is damaged and full of bushes. Bush cutting is required on whole path and also near & under the bridge. Also bridge is slightly tilted on one side."

(Vandana Kundliya)

Assistant Engineer Civil

on Jun 23, 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? Not Applicable -- -- --
B- DRAINAGE
a) Badly built road drainage near bridge? Not Applicable -- -- --
b) Blocked or damaged road drains? Not Applicable -- -- --
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 Much Qty 3
c) Reinforcement exposed? Not Applicable -- -- --
d) Poor concrete? Yes Not So Bad Some Qty 2
e) Wear of surface due to small stones? Yes Not So Bad Some Qty 2
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Not Applicable -- -- --
a) Damaged or loose kerbs? Not Applicable -- -- --
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Not Applicable -- -- --
b) Loose or damaged fixings? Not Applicable -- -- --
c) Loose base of posts? Not Applicable -- -- --
d) Damaged coatirig or paint on steel surface? Yes Not So Bad Much Qty 3
e) Corrosion on steel surface? Yes Not So Bad Much Qty 3
f) Cracking on Masonary Parapets? Not Applicable -- -- --
g) Movement or bending of parapet? Not Applicable -- -- --
h) Poor pointing/ Plaster on parapet? Not Applicable -- -- --
i) Deterioration of bricks or stones? Not Applicable -- -- --
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Not So Bad Some Qty 2
b) Debris or vegetation in joint? Yes Bad Much Qty 6
c) Loose or damaged fixtures? Yes Not So Bad Some Qty 2
d) Damage or corrosion to metal parts? Yes Bad Some Qty 5
e) Damage to rubber waterseals? Not Applicable -- -- --
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? Not Applicable -- -- --
c) Fencing or buildings under bridge? Not Applicable -- -- --
d) Trees or bushes.growing under bridge? Not Accessible -- -- --
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 Bad Some Qty 5
c) Loss of pitching? Yes Bad Not Much Qty 4
d) Damage to crates, timber, fencing, etc.? NO Problem -- -- 0
e) Damage to trees? NO Problem -- -- 0
5 SUPERSTRUCTURE Component Weightage 60
STEEL GIRDERS
General
a) Impact damage to girders, trusses or bracings? Yes Not So Bad Much Qty 3
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Not So Bad Some Qty 2
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
STEEL GIRDERS AND BRACINGS
a) Deterioration of paint or galvanising Yes Bad Much Qty 6
b) Corrosion? Yes Bad Some Qty 5
c) Bends in webs, flanges, stiffeners or bracings? Yes Bad Some Qty 5
d) Loose bolts or rivets? Yes Bad Some Qty 5
e) Cracking? Yes Not So Bad Not Much Qty 1
STEEL UNDERSIDE OF DECK
a) Deterioration of paint or galvanising? Yes Bad Some Qty 5
b) Corrosion? Yes Bad Much Qty 6
c) Bends in stringers or plates? Yes Not So Bad Some Qty 2
d) Loose bolts or rivets? Yes Not So Bad Some Qty 2
e) Cracking? 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? Yes Not So Bad Some Qty 2
b) Damage to foundation? Yes Not So Bad Not Much Qty 1
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? Yes Not So Bad Much Qty 3
e) Vegetation growing on-or in abutment? Yes Bad Some Qty 5
f) Scour near to retaining walls? Yes Bad Not Much Qty 4
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? Not Applicable -- -- --
b) Weepholes not working? Not Applicable -- -- --
c) Water leaking through the abutment? NO Problem -- -- 0
C- CONCRETE WALLS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Spalling? Yes Not So Bad Some Qty 2
c) Corrosion of reinforcement? Not Applicable -- -- --
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? Yes Not So Bad Not Much Qty 1
c) Poor pointing? Yes Not So Bad Some Qty 2
d) Deterioration of bricks or stones? NO Problem -- -- 0
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Not So Bad Some Qty 2
b) Slippage of fill? Yes Not So Bad Not Much Qty 1
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? Not Applicable -- -- --
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? Yes Not So Bad Much Qty 3
b) Damage to foundation? Yes Not So Bad Not Much Qty 1
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? Yes Not So Bad Not Much Qty 1
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? Not Applicable -- -- --
b) Weepholes not working? Not Applicable -- -- --
c) Water leaking through the abutment? NO Problem -- -- 0
C- CONCRETE WALLS
a) Cracking? Not Applicable -- -- --
b) Spalling? Not Applicable -- -- --
c) Corrosion of reinforcement? Not Applicable -- -- --
d) Poor concrete? Not Applicable -- -- --
D- MASONRY WALLS
a) Cracking? Not Applicable -- -- --
b) Bulging? Not Applicable -- -- --
c) Poor pointing? Not Applicable -- -- --
d) Deterioration of bricks or stones? Not Applicable -- -- --
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Not So Bad Some Qty 2
b) Slippage of fill? Yes Not So Bad Some Qty 2
c) Erosion of fill? Yes Not So Bad Some Qty 2
d) Cracking of road or embankment edge? Not Applicable -- -- --
e) Piping failure of fill? Not Applicable -- -- --
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 Some Qty 2
e) Piping failure of fill? NO Problem -- -- 0
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Not Applicable -- -- --
b) Damage to crates or ties? Not Applicable -- -- --
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Not Applicable -- -- --
b) Settlement? Yes Not So Bad Much Qty 3
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 Applicable -- -- --
d) Damage to wires or ties? Not Applicable -- -- --
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Not So Bad Some Qty 2
b) Cracking? NO Problem -- -- 0
c) Spalling or stones missing? Yes Not So Bad Some Qty 2
d) Erosion of surface? Yes Not So Bad Some Qty 2
e) Corrosion of reinforcement? Not Applicable -- -- --

End of Report