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 Mohan Chandra [75007993]
Inspection Team
"Bridge is unsafe "
(Mohan Chandra)
Executive Engineer Civil
on Jun 13, 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? | Not Accessible | -- | -- | -- | |
| b) Blocked or damaged road drains? | NO Problem | -- | -- | 0 | |
| c) Water on the deck? | Not Accessible | -- | -- | -- | |
| d) Blocked or damaged deck drains? | NO Problem | -- | -- | 0 | |
| 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? | 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? | Not Accessible | -- | -- | -- | |
| c) Loose base of posts? | Not Accessible | -- | -- | -- | |
| d) Damaged coatirig or paint on steel surface? | Not Accessible | -- | -- | -- | |
| e) Corrosion on steel surface? | NO Problem | -- | -- | 0 | |
| f) Cracking on Masonary Parapets? | Not Accessible | -- | -- | -- | |
| g) Movement or bending of parapet? | Not Accessible | -- | -- | -- | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| 4 | RIVER Component Weightage 10 | ||||
| A- BLOCKAGES IN WATERWAY | |||||
| a) Debris against piers or abutments? | NO Problem | -- | -- | 0 | |
| b) Remains of old bridge under or upstream of the bridge? | NO Problem | -- | -- | 0 | |
| 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 | ||||
| STEEL GIRDERS | |||||
| 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? | Not Accessible | -- | -- | -- | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Not Accessible | -- | -- | -- | |
| e) Not enough vertical & horizontal clearances? | Not Accessible | -- | -- | -- | |
| STEEL GIRDERS AND BRACINGS | |||||
| a) Deterioration of paint or galvanising | Not Accessible | -- | -- | -- | |
| b) Corrosion? | Not Accessible | -- | -- | -- | |
| c) Bends in webs, flanges, stiffeners or bracings? | Not Accessible | -- | -- | -- | |
| d) Loose bolts or rivets? | Not Accessible | -- | -- | -- | |
| 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? | Not Accessible | -- | -- | -- | |
| d) Loose bolts or rivets? | Not Accessible | -- | -- | -- | |
| e) Cracking? | Not Accessible | -- | -- | -- | |
| 6 | BEARINGS Component Weightage 10 | ||||
| RUBBER BEARINGS | |||||
| a) Debris or vegetation around bearings? | NO Problem | -- | -- | 0 | |
| b) Bad drainage? | NO Problem | -- | -- | 0 | |
| c) Not enough room for the bridge span to move? | NO Problem | -- | -- | 0 | |
| d) Bearing not seated properly? | NO Problem | -- | -- | 0 | |
| e) Bridge span not seated properly on bearing? | NO Problem | -- | -- | 0 | |
| f) Damaged bedding mortar? | NO Problem | -- | -- | 0 | |
| g) Damaged or loose earthquake restraints? | NO Problem | -- | -- | 0 | |
| RUBBER BEARINGS | |||||
| a) Splitting, tearing or cracking of rubber? | NO Problem | -- | -- | 0 | |
| b) Damaged bedding mortar? | NO Problem | -- | -- | 0 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| c) Movement of abutment? | Yes | Very Bad | Some Qty | 8 | |
| 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 | Much Qty | 9 | |
| g) Movement of retaining walls? | Yes | Very Bad | Much Qty | 9 | |
| h) Water leaking down through the expansion joint? | Yes | Very Bad | Much Qty | 9 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Very Bad | Much Qty | 9 | |
| b) Weepholes not working? | Yes | Very Bad | Much Qty | 9 | |
| c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Not Accessible | -- | -- | -- | |
| b) Bulging? | Yes | Very Bad | Much Qty | 9 | |
| c) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| 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? | 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 | Much Qty | 9 | |
| 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? | Not Accessible | -- | -- | -- | |
| c) Movement of abutment? | Not Accessible | -- | -- | -- | |
| d) Debris against abutment? | Not Accessible | -- | -- | -- | |
| e) Vegetation growing on-or in abutment? | NO Problem | -- | -- | 0 | |
| f) Scour near to retaining walls? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| b) Weepholes not working? | Not Accessible | -- | -- | -- | |
| c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Bulging? | Not Accessible | -- | -- | -- | |
| c) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| 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 | 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? | 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? | 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