ID :2936
R.C.C Bridle Bridge Over Dhauliyanha Gadhera near Bosodi
on Chainage 1.000 of road unknown
In District Chamoli Under CD Pokhari Division
Critical Report on Bridge Condition
Form Filled By RINKI [42270313F02070]
Inspection Team
"Bridge in good condition."
(RINKI)
Junior Engineer Civil
on Jun 10, 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? | NO Problem | -- | -- | 0 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | NO Problem | -- | -- | 0 | |
| b) Blocked or damaged road drains? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Reinforcement exposed? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| e) Wear of surface due to small stones? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Some Qty | 2 | |
| b) Loose or damaged fixings? | NO Problem | -- | -- | 0 | |
| c) Loose base of posts? | NO Problem | -- | -- | 0 | |
| d) Damaged coatirig or paint on steel surface? | NO Problem | -- | -- | 0 | |
| e) Corrosion on steel surface? | NO Problem | -- | -- | 0 | |
| f) Cracking on Masonary Parapets? | Yes | Not So Bad | Not Much Qty | 1 | |
| g) Movement or bending of parapet? | NO Problem | -- | -- | 0 | |
| h) Poor pointing/ Plaster on parapet? | Yes | Not So Bad | Not Much Qty | 1 | |
| i) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
| 3 | EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10 | ||||
| a) Damage to concrete of deck end or dirt wall near joint? | NO Problem | -- | -- | 0 | |
| b) Debris or vegetation in joint? | NO Problem | -- | -- | 0 | |
| c) Loose or damaged fixtures? | NO Problem | -- | -- | 0 | |
| d) Damage or corrosion to metal parts? | NO Problem | -- | -- | 0 | |
| e) Damage to rubber waterseals? | NO Problem | -- | -- | 0 | |
| 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? | 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? | NO Problem | -- | -- | 0 | |
| b) Damage to walls? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Loss of pitching? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | NO Problem | -- | -- | 0 | |
| 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? | 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 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | NO Problem | -- | -- | 0 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Not So Bad | Not Much Qty | 1 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Reinforcement corrosion? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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 | Not So Bad | Not Much Qty | 1 | |
| 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 | Some Qty | 2 | |
| e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | NO Problem | -- | -- | 0 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | NO Problem | -- | -- | 0 | |
| b) Weepholes not working? | NO Problem | -- | -- | 0 | |
| 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? | 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 | 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? | NO Problem | -- | -- | 0 | |
| 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 | Not Much Qty | 1 | |
| 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 | Some Qty | 2 | |
| e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Weepholes not working? | NO Problem | -- | -- | 0 | |
| 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? | 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? | NO Problem | -- | -- | 0 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Poor pointing? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Scour or erosion at edge? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Not Applicable | -- | -- | -- | |
| b) Damage to crates or ties? | Not Applicable | -- | -- | -- | |
| 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? | 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 | Not Much Qty | 1 | |
| b) Cracking? | NO Problem | -- | -- | 0 | |
| c) Spalling or stones missing? | NO Problem | -- | -- | 0 | |
| d) Erosion of surface? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
End of Report