ID :3469 Luharigarh briddle bridge

on Chainage 1.425 of road unknown

In District Dehradun Under PD Dehradun Division


Critical Report on Bridge Condition

Form Filled By Sudarshan Singh [42007756070]

Inspection Team

"Unsafe"

(Sudarshan Singh)

Additional Assistant Engineer Civil

on Jun 18, 2025

"Unsafe"

(Sudarshan Singh)

Additional Assistant Engineer Civil

on Jun 18, 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? NO Problem -- -- 0
c) Water on the deck? Not Applicable -- -- --
d) Blocked or damaged deck drains? NO Problem -- -- 0
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Not So Bad Much Qty 3
b) Spalling? NO Problem -- -- 0
c) Reinforcement exposed? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
e) Wear of surface due to small stones? Not Applicable -- -- --
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Bad Much Qty 6
a) Damaged or loose kerbs? Yes Bad Much Qty 6
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Not Applicable -- -- --
b) Loose or damaged fixings? Yes Bad Much Qty 6
c) Loose base of posts? Yes Bad Much Qty 6
d) Damaged coatirig or paint on steel surface? Not Applicable -- -- --
e) Corrosion on steel surface? NO Problem -- -- 0
f) Cracking on Masonary Parapets? Yes Bad Much Qty 6
g) Movement or bending of parapet? NO Problem -- -- 0
h) Poor pointing/ Plaster on parapet? Yes Bad Much Qty 6
i) Deterioration of bricks or stones? Yes Bad Some Qty 5
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Not Applicable -- -- --
b) Debris or vegetation in joint? Not Applicable -- -- --
c) Loose or damaged fixtures? Not Applicable -- -- --
d) Damage or corrosion to metal parts? Not Applicable -- -- --
e) Damage to rubber waterseals? Not Applicable -- -- --
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? Not Applicable -- -- --
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? 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 Bad Much Qty 6
b) Damage to walls? Yes Bad Some Qty 5
c) Loss of pitching? NO Problem -- -- 0
d) Damage to crates, timber, fencing, etc.? Not Applicable -- -- --
e) Damage to trees? Not Applicable -- -- --
5 SUPERSTRUCTURE Component Weightage 60
CONCRETE
General
a) Impact damage to girders, trusses or bracings? Not Applicable -- -- --
b) Debris or vegetation on beams, girders, trusses bracings or joints? Not Applicable -- -- --
c) Water coming through the deck? Not Applicable -- -- --
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? NO Problem -- -- 0
e) Not enough vertical & horizontal clearances? Not Applicable -- -- --
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
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 Bad Much Qty 6
b) Damage to foundation? Yes Bad Much Qty 6
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? Yes Bad Some Qty 5
e) Vegetation growing on-or in abutment? NO Problem -- -- 0
f) Scour near to retaining walls? Yes Bad Some Qty 5
g) Movement of retaining walls? NO Problem -- -- 0
h) Water leaking down through the expansion joint? Not Applicable -- -- --
B- DRAINAGE SYSTEM
a) Not enough weepholes? Not Applicable -- -- --
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Not Applicable -- -- --
C- CONCRETE WALLS
a) Cracking? Not Applicable -- -- --
b) Spalling? Not Applicable -- -- --
c) Corrosion of reinforcement? Not Applicable -- -- --
d) Poor concrete? NO Problem -- -- 0
D- MASONRY WALLS
a) Cracking? Yes Bad Much Qty 6
b) Bulging? Not Applicable -- -- --
c) Poor pointing? Yes Bad Some Qty 5
d) Deterioration of bricks or stones? NO Problem -- -- 0
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Not Applicable -- -- --
b) Slippage of fill? Not Applicable -- -- --
c) Erosion of fill? Not Applicable -- -- --
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? Not Applicable -- -- --
8 Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Bad Much Qty 6
b) Damage to foundation? Yes Bad Some Qty 5
c) Movement of abutment? NO Problem -- -- 0
d) Debris against abutment? Yes Bad Some Qty 5
e) Vegetation growing on-or in abutment? Not Applicable -- -- --
f) Scour near to retaining walls? Yes Bad Some Qty 5
g) Movement of retaining walls? Yes Bad Some Qty 5
h) Water leaking down through the expansion joint? NO Problem -- -- 0
B- DRAINAGE SYSTEM
a) Not enough weepholes? Not Applicable -- -- --
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Not Applicable -- -- --
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? Yes Bad Much Qty 6
b) Bulging? Not Applicable -- -- --
c) Poor pointing? NO Problem -- -- 0
d) Deterioration of bricks or stones? Not Applicable -- -- --
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Not Applicable -- -- --
b) Slippage of fill? Not Applicable -- -- --
c) Erosion of fill? Not Applicable -- -- --
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? Not Applicable -- -- --
b) Poor pointing? Not Applicable -- -- --
c) Scour or erosion at edge? NO Problem -- -- 0
d) Pieces broken off? Not Applicable -- -- --
e) Piping failure of fill? Not Applicable -- -- --
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? Not Applicable -- -- --
b) Settlement? Not Applicable -- -- --
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Yes Bad Much Qty 6
b) Loss of material Yes Bad Much Qty 6
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? Not Applicable -- -- --
b) Cracking? Not Applicable -- -- --
c) Spalling or stones missing? Not Applicable -- -- --
d) Erosion of surface? Not Applicable -- -- --
e) Corrosion of reinforcement? Not Applicable -- -- --

End of Report