ID :2726
Suspension bridge near kharsadi gaddugad 50 mt span
on Chainage 1.000 of road unknown
In District Uttarkashi Under CD Purola Division
Critical Report on Bridge Condition
Form Filled By Sudhanshu Bhandari [42270213M01488]
Inspection Team
"Vegetation growth on abutment. Huge cracks in masonry. Checkered plates required. "
(Sudhanshu Bhandari)
Assistant Engineer Civil
on Oct 09, 2024
"Vegetation growth on abutment. Huge cracks in masonry. Checkered plates required. "
(Sudhanshu Bhandari)
Assistant Engineer Civil
on Oct 09, 2024
"Vegetation growth on abutment. Huge cracks in masonry. Checkered plates required. "
(Sudhanshu Bhandari)
Assistant Engineer Civil
on Oct 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 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? | Not Applicable | -- | -- | -- | |
| d) Blocked or damaged deck drains? | Not Applicable | -- | -- | -- | |
| C- WEARING COAT | |||||
| CONCRETE WEARING COURSE | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Reinforcement exposed? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| e) Wear of surface due to small stones? | Yes | Bad | Some Qty | 5 | |
| 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 | Bad | Some Qty | 5 | |
| b) Loose or damaged fixings? | Yes | Bad | Some Qty | 5 | |
| c) Loose base of posts? | NO Problem | -- | -- | 0 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Bad | Some Qty | 5 | |
| e) Corrosion on steel surface? | Yes | Bad | Some Qty | 5 | |
| f) Cracking on Masonary Parapets? | Yes | Bad | Some Qty | 5 | |
| g) Movement or bending of parapet? | Not Applicable | -- | -- | -- | |
| h) Poor pointing/ Plaster on parapet? | Not Applicable | -- | -- | -- | |
| i) Deterioration of bricks or stones? | Not Applicable | -- | -- | -- | |
| 3 | EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10 | ||||
| a) Damage to concrete of deck end or dirt wall near joint? | Yes | Bad | Some Qty | 5 | |
| b) Debris or vegetation in joint? | Yes | Bad | Some Qty | 5 | |
| c) Loose or damaged fixtures? | Yes | Bad | Some Qty | 5 | |
| d) Damage or corrosion to metal parts? | Yes | Bad | Some Qty | 5 | |
| e) Damage to rubber waterseals? | Yes | Bad | Some Qty | 5 | |
| 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 | ||||
| CONCRETE | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | NO Problem | -- | -- | 0 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | NO Problem | -- | -- | 0 | |
| 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? | Yes | Bad | Some Qty | 5 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | Yes | Bad | Some Qty | 5 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Reinforcement corrosion? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | Yes | Bad | Some Qty | 5 | |
| e) Less cover to reinforcement? | Yes | Bad | Some Qty | 5 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Damage to foundation? | NO Problem | -- | -- | 0 | |
| c) Movement of abutment? | NO Problem | -- | -- | 0 | |
| d) Debris against abutment? | NO Problem | -- | -- | 0 | |
| e) Vegetation growing on-or in abutment? | Yes | Bad | Much Qty | 6 | |
| 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? | Yes | Bad | Much Qty | 6 | |
| b) Spalling? | Yes | Bad | Much Qty | 6 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Bad | Much Qty | 6 | |
| b) Bulging? | Yes | Bad | Much Qty | 6 | |
| c) Poor pointing? | Yes | Bad | Some Qty | 5 | |
| d) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
| 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 | |
| 8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | NO Problem | -- | -- | 0 | |
| b) Damage to foundation? | NO Problem | -- | -- | 0 | |
| c) Movement of abutment? | NO Problem | -- | -- | 0 | |
| d) Debris against abutment? | NO Problem | -- | -- | 0 | |
| e) Vegetation growing on-or in abutment? | Yes | Bad | Much Qty | 6 | |
| 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? | Yes | Bad | Much Qty | 6 | |
| b) Spalling? | Yes | Bad | Much Qty | 6 | |
| c) Corrosion of reinforcement? | Yes | Bad | Some Qty | 5 | |
| d) Poor concrete? | Yes | Bad | Much Qty | 6 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Bad | Much Qty | 6 | |
| b) Bulging? | Yes | Bad | Much Qty | 6 | |
| c) Poor pointing? | Yes | Bad | Much Qty | 6 | |
| d) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
| 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? | 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 | |
| 11 | PIERs Component Weightage 60 | ||||
| CONCRETE PIERS | |||||
| a) Scour near base of pier? | NO Problem | -- | -- | 0 | |
| b) Damage to foundations? | NO Problem | -- | -- | 0 | |
| c) Movement of pier? | NO Problem | -- | -- | 0 | |
| d) Impact damage? | NO Problem | -- | -- | 0 | |
| e) Vegetation growirig on pier? | Yes | Bad | Much Qty | 6 | |
| f) Water Leaking past expansion joint | NO Problem | -- | -- | 0 | |
| CONCRETE PIERS | |||||
| a) Cracking? | Yes | Bad | Much Qty | 6 | |
| b) Spalling? | Yes | Bad | Much Qty | 6 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Bad | Much Qty | 6 | |
End of Report