on Chainage 15.000 of Freedom fighter Shri Vishveshwar Dutt Saklani motor road (Raipur Kaddukhal state highway)
In District Tehri Under TD Thatyur Division
Critical Report on Bridge Condition
Form Filled By Surendra Kumar [90007790]
Inspection Team
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? | NO Problem | -- | -- | 0 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Blocked or damaged road drains? | Yes | Bad | Some Qty | 5 | |
| c) Water on the deck? | Yes | Bad | Some Qty | 5 | |
| d) Blocked or damaged deck drains? | Yes | Bad | Much Qty | 6 | |
| C- WEARING COAT | |||||
| CONCRETE WEARING COURSE | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Spalling? | Yes | Bad | Not Much Qty | 4 | |
| c) Reinforcement exposed? | Yes | Bad | Some Qty | 5 | |
| d) Poor concrete? | Yes | Bad | Some Qty | 5 | |
| e) Wear of surface due to small stones? | 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? | NO Problem | -- | -- | 0 | |
| b) Loose or damaged fixings? | NO Problem | -- | -- | 0 | |
| c) Loose base of posts? | NO Problem | -- | -- | 0 | |
| d) Damaged coatirig or paint on steel surface? | Not Applicable | -- | -- | -- | |
| e) Corrosion on steel surface? | Not Applicable | -- | -- | -- | |
| f) Cracking on Masonary Parapets? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | Yes | Bad | Some Qty | 5 | |
| b) Debris or vegetation in joint? | NO Problem | -- | -- | 0 | |
| c) Loose or damaged fixtures? | Yes | Not So Bad | Some Qty | 2 | |
| d) Damage or corrosion to metal parts? | Yes | Very Bad | Not Much Qty | 7 | |
| e) Damage to rubber waterseals? | Yes | Bad | Not Much Qty | 4 | |
| 4 | RIVER Component Weightage 10 | ||||
| A- BLOCKAGES IN WATERWAY | |||||
| a) Debris against piers or abutments? | Yes | Very Bad | Not Much Qty | 7 | |
| 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? | Yes | Very Bad | Not Much Qty | 7 | |
| 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 | Much Qty | 9 | |
| 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? | Yes | Not So Bad | Much Qty | 3 | |
| c) Water coming through the deck? | Yes | Very Bad | Not Much Qty | 7 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Bad | Much Qty | 6 | |
| e) Not enough vertical & horizontal clearances? | Yes | Not So Bad | Some Qty | 2 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Not Much Qty | 7 | |
| c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Reinforcement corrosion? | NO Problem | -- | -- | 0 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| e) Less cover to reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Some Qty | 8 | |
| c) Movement of abutment? | Yes | Very Bad | Some Qty | 8 | |
| d) Debris against abutment? | Yes | Bad | Much Qty | 6 | |
| e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | NO Problem | -- | -- | 0 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Not So Bad | Much Qty | 3 | |
| b) Weepholes not working? | Yes | Not So Bad | Much Qty | 3 | |
| c) Water leaking through the abutment? | Yes | Bad | Not Much Qty | 4 | |
| 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? | Yes | Very Bad | Some Qty | 8 | |
| b) Bulging? | Yes | Very Bad | Some Qty | 8 | |
| c) Poor pointing? | NO Problem | -- | -- | 0 | |
| 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 | Very Bad | Some Qty | 8 | |
| b) Slippage of fill? | NO Problem | -- | -- | 0 | |
| c) Erosion of fill? | Yes | Very Bad | Some Qty | 8 | |
| d) Cracking of road or embankment edge? | NO Problem | -- | -- | 0 | |
| e) Piping failure of fill? | Yes | Not So Bad | Some Qty | 2 | |
| 8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | Yes | Bad | Not Much Qty | 4 | |
| b) Damage to foundation? | Yes | Not So Bad | Some Qty | 2 | |
| c) Movement of abutment? | Yes | Not So Bad | Much Qty | 3 | |
| d) Debris against abutment? | Yes | Bad | Not Much Qty | 4 | |
| e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
| f) Scour near to retaining walls? | Yes | Not So Bad | Some Qty | 2 | |
| g) Movement of retaining walls? | Yes | Not So Bad | Some Qty | 2 | |
| h) Water leaking down through the expansion joint? | Yes | Bad | Some Qty | 5 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Bad | Not Much Qty | 4 | |
| b) Weepholes not working? | Yes | Not So Bad | Some Qty | 2 | |
| c) Water leaking through the abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Bulging? | Yes | Very Bad | Some Qty | 8 | |
| c) Poor pointing? | Yes | Very Bad | Some Qty | 8 | |
| d) Deterioration of bricks or stones? | Yes | Not So Bad | Much Qty | 3 | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Slippage of fill? | Yes | Very Bad | Not Much Qty | 7 | |
| c) Erosion of fill? | Yes | Very Bad | Some Qty | 8 | |
| 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? | NO Problem | -- | -- | 0 | |
| c) Scour or erosion at edge? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Damage to crates or ties? | Yes | Very Bad | Some Qty | 8 | |
| 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 | Very Bad | Some Qty | 8 | |
| d) Damage to wires or ties? | Yes | Very Bad | Some Qty | 8 | |
| B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS | |||||
| a) Scour at edge? | Yes | Very Bad | Not Much Qty | 7 | |
| b) Cracking? | Yes | Very Bad | Not Much Qty | 7 | |
| c) Spalling or stones missing? | Yes | Very Bad | Not Much Qty | 7 | |
| d) Erosion of surface? | Yes | Very Bad | Not Much Qty | 7 | |
| e) Corrosion of reinforcement? | Yes | Very Bad | Much Qty | 9 | |
End of Report