on Chainage 6.000 of road unknown
In District Pauri Under CD Pabo Division
Critical Report on Bridge Condition
Form Filled By ANTRIKSHA KABTIYAL [42270313M02258]
Inspection Team
"Abandoned( Not in use by locals due to construction of road.) Abutments and Masonary walls have been damaged due to high force exerted by flood in stream"
(ANTRIKSHA KABTIYAL)
Junior Engineer Civil
on Jul 22, 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? | Not Accessible | -- | -- | -- | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Not Accessible | -- | -- | -- | |
| b) Blocked or damaged road drains? | Not Accessible | -- | -- | -- | |
| c) Water on the deck? | Yes | Bad | Not Much Qty | 4 | |
| d) Blocked or damaged deck drains? | Not Accessible | -- | -- | -- | |
| C- WEARING COAT | |||||
| CONCRETE WEARING COURSE | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Reinforcement exposed? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| e) Wear of surface due to small stones? | Yes | Not So Bad | Some Qty | 2 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Yes | Very Bad | Much Qty | 9 | |
| a) Damaged or loose kerbs? | Not Applicable | -- | -- | -- | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | NO Problem | -- | -- | 0 | |
| 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? | Not Accessible | -- | -- | -- | |
| 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? | Not Accessible | -- | -- | -- | |
| b) Debris or vegetation in joint? | Not Accessible | -- | -- | -- | |
| c) Loose or damaged fixtures? | Not Accessible | -- | -- | -- | |
| d) Damage or corrosion to metal parts? | Not Accessible | -- | -- | -- | |
| e) Damage to rubber waterseals? | Not Accessible | -- | -- | -- | |
| 4 | RIVER Component Weightage 10 | ||||
| A- BLOCKAGES IN WATERWAY | |||||
| a) Debris against piers or abutments? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) New islands forming upstream of bridge? | Yes | Not So Bad | Some Qty | 2 | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Yes | Bad | Some Qty | 5 | |
| b) Damage to walls? | Not Applicable | -- | -- | -- | |
| c) Loss of pitching? | Not Applicable | -- | -- | -- | |
| d) Damage to crates, timber, fencing, etc.? | Not Applicable | -- | -- | -- | |
| e) Damage to trees? | Yes | Bad | Not Much Qty | 4 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Water coming through the deck? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Not Applicable | -- | -- | -- | |
| e) Not enough vertical & horizontal clearances? | Yes | Not So Bad | Some Qty | 2 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Reinforcement corrosion? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| e) Less cover to reinforcement? | Not Accessible | -- | -- | -- | |
| 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 | Some Qty | 8 | |
| c) Movement of abutment? | Yes | Bad | Some Qty | 5 | |
| d) Debris against abutment? | Yes | Very Bad | Some Qty | 8 | |
| e) Vegetation growing on-or in abutment? | Yes | Bad | Some Qty | 5 | |
| f) Scour near to retaining walls? | Yes | Very Bad | Some Qty | 8 | |
| 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 Accessible | -- | -- | -- | |
| b) Weepholes not working? | Not Accessible | -- | -- | -- | |
| c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
| 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 | Very Bad | Some Qty | 8 | |
| b) Bulging? | Yes | Very Bad | Much Qty | 9 | |
| c) Poor pointing? | Not Accessible | -- | -- | -- | |
| 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? | Not Accessible | -- | -- | -- | |
| c) Erosion of fill? | Not Accessible | -- | -- | -- | |
| d) Cracking of road or embankment edge? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
| 8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | Yes | Bad | Not Much Qty | 4 | |
| b) Damage to foundation? | Yes | Bad | Much Qty | 6 | |
| c) Movement of abutment? | Yes | Bad | Much Qty | 6 | |
| d) Debris against abutment? | Yes | Bad | Much Qty | 6 | |
| e) Vegetation growing on-or in abutment? | Yes | Very Bad | Not Much Qty | 7 | |
| f) Scour near to retaining walls? | Yes | Bad | Much Qty | 6 | |
| g) Movement of retaining walls? | Yes | Bad | Much Qty | 6 | |
| h) Water leaking down through the expansion joint? | Not Accessible | -- | -- | -- | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Not Accessible | -- | -- | -- | |
| b) Weepholes not working? | Not Accessible | -- | -- | -- | |
| c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
| 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 Accessible | -- | -- | -- | |
| b) Bulging? | Yes | Bad | Much Qty | 6 | |
| c) Poor pointing? | Not Accessible | -- | -- | -- | |
| d) Deterioration of bricks or stones? | Not Accessible | -- | -- | -- | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Yes | Very Bad | Some Qty | 8 | |
| b) Slippage of fill? | Yes | Very Bad | Much Qty | 9 | |
| c) Erosion of fill? | Yes | Very Bad | Some Qty | 8 | |
| d) Cracking of road or embankment edge? | Not Accessible | -- | -- | -- | |
| e) Piping failure of fill? | Yes | Bad | Not Much Qty | 4 | |
| 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? | Not Applicable | -- | -- | -- | |
| d) Pieces broken off? | Not Applicable | -- | -- | -- | |
| e) Piping failure of fill? | Not Applicable | -- | -- | -- | |
| 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? | Not Applicable | -- | -- | -- | |
| 10 | 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 | Not Applicable | -- | -- | -- | |
| 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