ID :2550
Suspension bridle bridge at chalthi over ladhiya 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 become unsafe "
(Deep Chandra)
Assistant Engineer Civil
on Jun 12, 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? | Yes | Very Bad | Some Qty | 8 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Blocked or damaged road drains? | Yes | Very Bad | Much Qty | 9 | |
| c) Water on the deck? | Yes | Bad | Much Qty | 6 | |
| d) Blocked or damaged deck drains? | Yes | Very Bad | Not Much Qty | 7 | |
| C- WEARING COAT | |||||
| BITUMEN WEARING COURSE | |||||
| a) Surface breaking up or lifting off? | Not Accessible | -- | -- | -- | |
| b) Cracking above joints ? | Not Accessible | -- | -- | -- | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Not Accessible | -- | -- | -- | |
| a) Damaged or loose kerbs? | Not Accessible | -- | -- | -- | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Not Accessible | -- | -- | -- | |
| b) Loose or damaged fixings? | Not Accessible | -- | -- | -- | |
| c) Loose base of posts? | Not Accessible | -- | -- | -- | |
| d) Damaged coatirig or paint on steel surface? | Not Accessible | -- | -- | -- | |
| e) Corrosion on steel surface? | Not Accessible | -- | -- | -- | |
| f) Cracking on Masonary Parapets? | Yes | Very Bad | Some Qty | 8 | |
| g) Movement or bending of parapet? | Yes | Very Bad | Some Qty | 8 | |
| h) Poor pointing/ Plaster on parapet? | Yes | Very Bad | Some Qty | 8 | |
| i) Deterioration of bricks or stones? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Not Accessible | -- | -- | -- | |
| b) Remains of old bridge under or upstream of the bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Fencing or buildings under bridge? | Yes | Not So Bad | Some Qty | 2 | |
| d) Trees or bushes.growing under bridge? | Yes | Very Bad | Some Qty | 8 | |
| 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 | Bad | Much Qty | 6 | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Yes | Very Bad | Some Qty | 8 | |
| b) Damage to walls? | Yes | Very Bad | Some Qty | 8 | |
| c) Loss of pitching? | NO Problem | -- | -- | 0 | |
| d) Damage to crates, timber, fencing, etc.? | Yes | Very Bad | Not Much Qty | 7 | |
| e) Damage to trees? | NO Problem | -- | -- | 0 | |
| 5 | SUPERSTRUCTURE Component Weightage 60 | ||||
| STEEL GIRDERS | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Much Qty | 9 | |
| c) Water coming through the deck? | Not Accessible | -- | -- | -- | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Not Accessible | -- | -- | -- | |
| e) Not enough vertical & horizontal clearances? | Yes | Very Bad | Much Qty | 9 | |
| STEEL GIRDERS AND BRACINGS | |||||
| a) Deterioration of paint or galvanising | Not Accessible | -- | -- | -- | |
| b) Corrosion? | Not Accessible | -- | -- | -- | |
| c) Bends in webs, flanges, stiffeners or bracings? | NO Problem | -- | -- | 0 | |
| d) Loose bolts or rivets? | NO Problem | -- | -- | 0 | |
| e) Cracking? | NO Problem | -- | -- | 0 | |
| STEEL UNDERSIDE OF DECK | |||||
| a) Deterioration of paint or galvanising? | Not Accessible | -- | -- | -- | |
| b) Corrosion? | Not Accessible | -- | -- | -- | |
| c) Bends in stringers or plates? | NO Problem | -- | -- | 0 | |
| d) Loose bolts or rivets? | Not Accessible | -- | -- | -- | |
| e) Cracking? | 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? | Not Accessible | -- | -- | -- | |
| b) Damage to foundation? | Not Accessible | -- | -- | -- | |
| c) Movement of abutment? | Yes | Very Bad | Much Qty | 9 | |
| d) Debris against abutment? | Yes | Very Bad | Much Qty | 9 | |
| e) Vegetation growing on-or in abutment? | Not Accessible | -- | -- | -- | |
| f) Scour near to retaining walls? | Yes | Very Bad | Some Qty | 8 | |
| g) Movement of retaining walls? | Yes | Very Bad | Some Qty | 8 | |
| h) Water leaking down through the expansion joint? | Yes | Very Bad | Much Qty | 9 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Bulging? | Yes | Very Bad | Some Qty | 8 | |
| 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 | Much Qty | 9 | |
| b) Slippage of fill? | Yes | Very Bad | Much Qty | 9 | |
| c) Erosion of fill? | NO Problem | -- | -- | 0 | |
| d) Cracking of road or embankment edge? | Not Accessible | -- | -- | -- | |
| e) Piping failure of fill? | Yes | Very Bad | Not Much Qty | 7 | |
| 8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | Yes | Bad | Some Qty | 5 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| 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? | NO Problem | -- | -- | 0 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | NO Problem | -- | -- | 0 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Bulging? | Not Accessible | -- | -- | -- | |
| 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? | 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? | NO Problem | -- | -- | 0 | |
| b) Poor pointing? | NO Problem | -- | -- | 0 | |
| c) Scour or erosion at edge? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Damage to crates or ties? | NO Problem | -- | -- | 0 | |
| 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 | Bad | Not Much Qty | 4 | |
| b) Loss of material | Yes | Bad | Much Qty | 6 | |
| c) Crates broken away from pier or abutment? | Yes | Bad | Much Qty | 6 | |
| 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