ID :690
Arch Bridge OF IRRIGATION CANAL at Paheniya shiripur Bichuva Road
on Chainage 2.000 of Paheniya Shripur Bichuwa road
In District Udham Singh Nagar Under CD Khatima Division
Critical Report on Bridge Condition
Form Filled By Prem Prakash Tewari [080014890]
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? | Yes | Very Bad | Much Qty | 9 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Very Bad | Much Qty | 9 | |
| b) Blocked or damaged road drains? | Yes | Very Bad | Much Qty | 9 | |
| c) Water on the deck? | Yes | Very Bad | Much Qty | 9 | |
| d) Blocked or damaged deck drains? | Yes | Very Bad | Much Qty | 9 | |
| C- WEARING COAT | |||||
| BITUMEN WEARING COURSE | |||||
| a) Surface breaking up or lifting off? | Yes | Very Bad | Much Qty | 9 | |
| b) Cracking above joints ? | Yes | Very Bad | Much Qty | 9 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Not Applicable | -- | -- | -- | |
| a) Damaged or loose kerbs? | NO Problem | -- | -- | 0 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Yes | Very Bad | Much Qty | 9 | |
| b) Loose or damaged fixings? | Yes | Very Bad | Much Qty | 9 | |
| c) Loose base of posts? | Yes | Very Bad | Much Qty | 9 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Very Bad | Much Qty | 9 | |
| e) Corrosion on steel surface? | Not Applicable | -- | -- | -- | |
| f) Cracking on Masonary Parapets? | Yes | Very Bad | Much Qty | 9 | |
| g) Movement or bending of parapet? | Yes | Very Bad | Much Qty | 9 | |
| h) Poor pointing/ Plaster on parapet? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation in joint? | Yes | Very Bad | Much Qty | 9 | |
| c) Loose or damaged fixtures? | Not Applicable | -- | -- | -- | |
| d) Damage or corrosion to metal parts? | Not Applicable | -- | -- | -- | |
| e) Damage to rubber waterseals? | Not Applicable | -- | -- | -- | |
| 4 | RIVER Component Weightage 10 | ||||
| A- BLOCKAGES IN WATERWAY | |||||
| a) Debris against piers or abutments? | Yes | Very Bad | Much Qty | 9 | |
| b) Remains of old bridge under or upstream of the bridge? | Yes | Very Bad | Much Qty | 9 | |
| c) Fencing or buildings under bridge? | Not Applicable | -- | -- | -- | |
| d) Trees or bushes.growing under bridge? | Not Applicable | -- | -- | -- | |
| 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 | ||||
| SUPERSTRUCTURE -1 | |||||
| TYPE - MASONRY ARCH | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Not Applicable | -- | -- | -- | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Not Applicable | -- | -- | -- | |
| c) Water coming through the deck? | Not Applicable | -- | -- | -- | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Not Applicable | -- | -- | -- | |
| e) Not enough vertical & horizontal clearances? | Not Applicable | -- | -- | -- | |
| MASONRY JACK ARCH DECK | |||||
| a) Change of shape of arch? | Yes | Very Bad | Much Qty | 9 | |
| b) Cracking of arch barrel? | Yes | Very Bad | Much Qty | 9 | |
| c) Cracking or bulging of spandrel walls? | Yes | Very Bad | Much Qty | 9 | |
| d) Spandrel walls separating from arch? | NO Problem | -- | -- | 0 | |
| e) Spalling of stones or bricks? | Yes | Very Bad | Much Qty | 9 | |
| f) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| g) Cracking or bulging of spandrel walls? | Yes | Very Bad | Much Qty | 9 | |
| h) Water leaking through arch? | Yes | Very Bad | Much Qty | 9 | |
| i) Scour under arch foundations? | Yes | Not So Bad | Some Qty | 2 | |
| SUPERSTRUCTURE -2 | |||||
| TYPE - MASONRY ARCH | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Not Applicable | -- | -- | -- | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Not Applicable | -- | -- | -- | |
| c) Water coming through the deck? | Not Applicable | -- | -- | -- | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Not Applicable | -- | -- | -- | |
| e) Not enough vertical & horizontal clearances? | Not Applicable | -- | -- | -- | |
| MASONRY JACK ARCH DECK | |||||
| a) Change of shape of arch? | Yes | Very Bad | Much Qty | 9 | |
| b) Cracking of arch barrel? | Yes | Very Bad | Much Qty | 9 | |
| c) Cracking or bulging of spandrel walls? | Yes | Very Bad | Much Qty | 9 | |
| d) Spandrel walls separating from arch? | Yes | Very Bad | Much Qty | 9 | |
| e) Spalling of stones or bricks? | Yes | Very Bad | Much Qty | 9 | |
| f) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| g) Cracking or bulging of spandrel walls? | Yes | Very Bad | Much Qty | 9 | |
| h) Water leaking through arch? | NO Problem | -- | -- | 0 | |
| i) Scour under arch foundations? | Yes | Very Bad | Much Qty | 9 | |
| SUPERSTRUCTURE -3 | |||||
| TYPE - MASONRY ARCH | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Not Applicable | -- | -- | -- | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Not Applicable | -- | -- | -- | |
| c) Water coming through the deck? | Not Applicable | -- | -- | -- | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Not Applicable | -- | -- | -- | |
| e) Not enough vertical & horizontal clearances? | Not Applicable | -- | -- | -- | |
| MASONRY JACK ARCH DECK | |||||
| a) Change of shape of arch? | Yes | Very Bad | Much Qty | 9 | |
| b) Cracking of arch barrel? | Yes | Very Bad | Much Qty | 9 | |
| c) Cracking or bulging of spandrel walls? | Yes | Very Bad | Much Qty | 9 | |
| d) Spandrel walls separating from arch? | Yes | Very Bad | Much Qty | 9 | |
| e) Spalling of stones or bricks? | Yes | Very Bad | Much Qty | 9 | |
| f) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| g) Cracking or bulging of spandrel walls? | Yes | Very Bad | Much Qty | 9 | |
| h) Water leaking through arch? | Yes | Very Bad | Much Qty | 9 | |
| i) Scour under arch foundations? | 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? | 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 | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Not Applicable | -- | -- | -- | |
| b) Spalling? | Not Applicable | -- | -- | -- | |
| c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | Not Applicable | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Bulging? | Yes | Very Bad | Much Qty | 9 | |
| c) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| d) Deterioration of bricks or stones? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| e) Piping failure of fill? | Yes | Very Bad | Much Qty | 9 | |
| 8 | Left 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? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Not Applicable | -- | -- | -- | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Not Applicable | -- | -- | -- | |
| b) Spalling? | Not Applicable | -- | -- | -- | |
| c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | Not Applicable | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Bulging? | Yes | Very Bad | Much Qty | 9 | |
| c) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| d) Deterioration of bricks or stones? | Yes | Very Bad | Much Qty | 9 | |
| 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? | NO Problem | -- | -- | 0 | |
| e) Piping failure of fill? | NO Problem | -- | -- | 0 | |
| 9 | Embankments Component Weightage 10 | ||||
| A- STONE PITCHING SLOPE PROTECTION | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| c) Scour or erosion at edge? | Yes | Very Bad | Much Qty | 9 | |
| d) Pieces broken off? | Yes | Very Bad | Much Qty | 9 | |
| e) Piping failure of fill? | Yes | Very Bad | Much Qty | 9 | |
| B- SLOPE PROTECTION WITH CRATES | |||||
| a) Not much movement of crates? | Yes | Very Bad | Much Qty | 9 | |
| b) Damage to crates or ties? | Yes | Very Bad | Much Qty | 9 | |
| C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
| a) Slope getting washed out? | Yes | Very Bad | Much Qty | 9 | |
| b) Settlement? | Yes | Very Bad | Much Qty | 9 | |
| 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 | ||||
| Pier-1 | |||||
| TYPE - MASONRY PIERS | |||||
| a) Scour near base of pier? | NO Problem | -- | -- | 0 | |
| b) Damage to foundations? | Not Accessible | -- | -- | -- | |
| c) Movement of pier? | Not Accessible | -- | -- | -- | |
| d) Impact damage? | Not Accessible | -- | -- | -- | |
| e) Vegetation growirig on pier? | Yes | Very Bad | Much Qty | 9 | |
| f) Water Leaking past expansion joint | Not Applicable | -- | -- | -- | |
| MASONRY PIERS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| c) Deterioration of masonry | Yes | Very Bad | Much Qty | 9 | |
| Pier-2 | |||||
| TYPE - MASONRY PIERS | |||||
| a) Scour near base of pier? | NO Problem | -- | -- | 0 | |
| b) Damage to foundations? | Not Accessible | -- | -- | -- | |
| c) Movement of pier? | NO Problem | -- | -- | 0 | |
| d) Impact damage? | NO Problem | -- | -- | 0 | |
| e) Vegetation growirig on pier? | Yes | Very Bad | Much Qty | 9 | |
| f) Water Leaking past expansion joint | Not Applicable | -- | -- | -- | |
| MASONRY PIERS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| c) Deterioration of masonry | Yes | Very Bad | Much Qty | 9 | |
End of Report