ID :2554
Suspension bridle bridge at belkhet over queraala river
on Chainage 0.000 of road unknown
In District Champawat Under PD Champawat Division
Critical Report on Bridge Condition
Form Filled By Deep Chandra [38009062]
Inspection Team
"Bridge damaged on 7-7-2024 Night due to very heavy flood "
(Deep Chandra)
Assistant Engineer Civil
on Jul 09, 2024
"Bridge damaged on 7-7-2024 night "
(Deep Chandra)
Assistant Engineer Civil
on Jul 09, 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 Accessible | -- | -- | -- | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Very Bad | Much Qty | 9 | |
| b) Blocked or damaged road drains? | Not Accessible | -- | -- | -- | |
| c) Water on the deck? | NO Problem | -- | -- | 0 | |
| d) Blocked or damaged deck drains? | NO Problem | -- | -- | 0 | |
| C- WEARING COAT | |||||
| BITUMEN WEARING COURSE | |||||
| a) Surface breaking up or lifting off? | NO Problem | -- | -- | 0 | |
| b) Cracking above joints ? | NO Problem | -- | -- | 0 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | NO Problem | -- | -- | 0 | |
| a) Damaged or loose kerbs? | NO Problem | -- | -- | 0 | |
| 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? | 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? | NO Problem | -- | -- | 0 | |
| g) Movement or bending of parapet? | NO Problem | -- | -- | 0 | |
| h) Poor pointing/ Plaster on parapet? | NO Problem | -- | -- | 0 | |
| 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? | Not Accessible | -- | -- | -- | |
| b) Remains of old bridge under or upstream of the bridge? | Yes | Very Bad | Much Qty | 9 | |
| 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? | NO Problem | -- | -- | 0 | |
| 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 | ||||
| MASONRY ARCH | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Not Accessible | -- | -- | -- | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Not Accessible | -- | -- | -- | |
| 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 | |
| MASONRY JACK ARCH DECK | |||||
| a) Change of shape of arch? | NO Problem | -- | -- | 0 | |
| b) Cracking of arch barrel? | NO Problem | -- | -- | 0 | |
| c) Cracking or bulging of spandrel walls? | NO Problem | -- | -- | 0 | |
| d) Spandrel walls separating from arch? | NO Problem | -- | -- | 0 | |
| e) Spalling of stones or bricks? | NO Problem | -- | -- | 0 | |
| f) Poor pointing? | NO Problem | -- | -- | 0 | |
| g) Cracking or bulging of spandrel walls? | NO Problem | -- | -- | 0 | |
| h) Water leaking through arch? | NO Problem | -- | -- | 0 | |
| i) Scour under arch foundations? | 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? | Not Accessible | -- | -- | -- | |
| b) Damage to foundation? | Not Accessible | -- | -- | -- | |
| c) Movement of abutment? | Not Accessible | -- | -- | -- | |
| d) Debris against abutment? | Not Accessible | -- | -- | -- | |
| e) Vegetation growing on-or in abutment? | Not Accessible | -- | -- | -- | |
| 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 Accessible | -- | -- | -- | |
| b) Weepholes not working? | NO Problem | -- | -- | 0 | |
| c) Water leaking through the abutment? | NO Problem | -- | -- | 0 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | NO Problem | -- | -- | 0 | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | NO Problem | -- | -- | 0 | |
| d) Deterioration of bricks or stones? | Not Accessible | -- | -- | -- | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Not Accessible | -- | -- | -- | |
| 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 | |
| 8 | Left 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 | Very Bad | Some Qty | 8 | |
| d) Debris against abutment? | Yes | Very Bad | Some Qty | 8 | |
| e) Vegetation growing on-or in abutment? | Yes | Very Bad | Some Qty | 8 | |
| f) Scour near to retaining walls? | NO Problem | -- | -- | 0 | |
| g) Movement of retaining walls? | Yes | Very Bad | Some Qty | 8 | |
| h) Water leaking down through the expansion joint? | Yes | Very Bad | Not Much Qty | 7 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Weepholes not working? | Yes | Very Bad | Not Much Qty | 7 | |
| c) Water leaking through the abutment? | Yes | Very Bad | Some Qty | 8 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Spalling? | Yes | Very Bad | Some Qty | 8 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Bulging? | Yes | Very Bad | Not Much Qty | 7 | |
| c) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| d) Deterioration of bricks or stones? | Yes | Very Bad | Some Qty | 8 | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Yes | Very Bad | Much Qty | 9 | |
| b) Slippage of fill? | Yes | Very Bad | Much Qty | 9 | |
| c) Erosion of fill? | Yes | Very Bad | Much Qty | 9 | |
| d) Cracking of road or embankment edge? | Yes | Very Bad | Some Qty | 8 | |
| e) Piping failure of fill? | Yes | Very Bad | Much Qty | 9 | |
| 9 | Embankments Component Weightage 10 | ||||
| A- STONE PITCHING SLOPE PROTECTION | |||||
| a) Cracking? | Yes | Very Bad | Some Qty | 8 | |
| b) Poor pointing? | Yes | Very Bad | Some Qty | 8 | |
| c) Scour or erosion at edge? | Yes | Very Bad | Some Qty | 8 | |
| d) Pieces broken off? | Yes | Very Bad | Some Qty | 8 | |
| e) Piping failure of fill? | Yes | Very Bad | Some Qty | 8 | |
| B- SLOPE PROTECTION WITH CRATES | |||||
| a) Not much movement of crates? | Yes | Very Bad | Some Qty | 8 | |
| b) Damage to crates or ties? | Yes | Very Bad | Some Qty | 8 | |
| C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
| a) Slope getting washed out? | Yes | Very Bad | Some Qty | 8 | |
| b) Settlement? | Yes | Very Bad | Some Qty | 8 | |
| 10 | RIVER BED Component Weightage 10 | ||||
| A- BED PROTECTION AND APRONS | |||||
| a) Large holes in the river bed? | Not Accessible | -- | -- | -- | |
| b) Loss of material | Yes | Very Bad | Much Qty | 9 | |
| c) Crates broken away from pier or abutment? | Yes | Very Bad | Much Qty | 9 | |
| d) Damage to wires or ties? | Yes | Very Bad | Much Qty | 9 | |
| B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS | |||||
| a) Scour at edge? | Yes | Very Bad | Much Qty | 9 | |
| b) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| c) Spalling or stones missing? | Yes | Very Bad | Much Qty | 9 | |
| d) Erosion of surface? | Yes | Very Bad | Much Qty | 9 | |
| e) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
End of Report