ID :3032
R.C.C Bridle Bridge Over Siwai Gadhera in Paini and Siwai
on Chainage 0.500 of road unknown
In District Chamoli Under CD Pokhari Division
Critical Report on Bridge Condition
Form Filled By 42270313M02425 []
Inspection Team
"Bridge is in bad condition it is dangerous parapet wall from right side is damaged "
(42270313M02425)
unknown
on Nov 27, 2024
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 | Bad | Some Qty | 5 | |
| c) Reinforcement exposed? | NO Problem | -- | -- | 0 | |
| 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? | Yes | Very Bad | Not Much Qty | 7 | |
| a) Damaged or loose kerbs? | Yes | Bad | Much Qty | 6 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Not Accessible | -- | -- | -- | |
| 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? | Not Accessible | -- | -- | -- | |
| f) Cracking on Masonary Parapets? | Not Accessible | -- | -- | -- | |
| g) Movement or bending of parapet? | Not Accessible | -- | -- | -- | |
| h) Poor pointing/ Plaster on parapet? | Not Accessible | -- | -- | -- | |
| i) Deterioration of bricks or stones? | Not Accessible | -- | -- | -- | |
| 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? | Yes | Not So Bad | Much Qty | 3 | |
| b) Remains of old bridge under or upstream of the bridge? | NO Problem | -- | -- | 0 | |
| c) Fencing or buildings under bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Trees or bushes.growing under bridge? | Yes | Bad | Some Qty | 5 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Not Applicable | -- | -- | -- | |
| b) Damage to walls? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Loss of pitching? | NO Problem | -- | -- | 0 | |
| 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? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Not Much Qty | 7 | |
| 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? | Yes | Not So Bad | Some Qty | 2 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
| b) Spalling? | Yes | Not So Bad | Much Qty | 3 | |
| c) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Reinforcement corrosion? | Yes | Not So Bad | Much Qty | 3 | |
| d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| h) Water leaking down through the expansion joint? | Yes | Not So Bad | Not Much Qty | 1 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Weepholes not working? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Water leaking through the abutment? | NO Problem | -- | -- | 0 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
| b) Spalling? | Yes | Not So Bad | Some Qty | 2 | |
| c) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 | |
| d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Bulging? | Yes | Not So Bad | Some Qty | 2 | |
| c) Poor pointing? | Yes | Not So Bad | Some Qty | 2 | |
| d) Deterioration of bricks or stones? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | 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 | |
| 8 | Left 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 | 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| h) Water leaking down through the expansion joint? | Yes | Not So Bad | Not Much Qty | 1 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Weepholes not working? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Water leaking through the abutment? | NO Problem | -- | -- | 0 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
| b) Spalling? | Yes | Not So Bad | Some Qty | 2 | |
| c) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | NO Problem | -- | -- | 0 | |
| 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 | |
| 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? | 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? | NO Problem | -- | -- | 0 | |
| b) Loss of material | NO Problem | -- | -- | 0 | |
| c) Crates broken away from pier or abutment? | NO Problem | -- | -- | 0 | |
| d) Damage to wires or ties? | NO Problem | -- | -- | 0 | |
| B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS | |||||
| a) Scour at edge? | NO Problem | -- | -- | 0 | |
| b) Cracking? | NO Problem | -- | -- | 0 | |
| c) Spalling or stones missing? | NO Problem | -- | -- | 0 | |
| d) Erosion of surface? | NO Problem | -- | -- | 0 | |
| e) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
End of Report