on Chainage 10.050 of Road from Junior High School in village Nakulia to Raisikh Basti Towards North
In District Pithoragarh Under PD Didihaat Division
Critical Report on Bridge Condition
Form Filled By Tara Singh [070022973]
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 | Not So Bad | Some Qty | 2 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Not So Bad | Some Qty | 2 | |
| b) Blocked or damaged road drains? | NO Problem | -- | -- | 0 | |
| c) Water on the deck? | Yes | Not So Bad | Some Qty | 2 | |
| d) Blocked or damaged deck drains? | Yes | Not So Bad | Some Qty | 2 | |
| C- WEARING COAT | |||||
| CONCRETE WEARING COURSE | |||||
| a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Reinforcement exposed? | Yes | Not So Bad | Some Qty | 2 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| e) Wear of surface due to small stones? | NO Problem | -- | -- | 0 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Yes | Not So Bad | Some Qty | 2 | |
| a) Damaged or loose kerbs? | NO Problem | -- | -- | 0 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Yes | Not So Bad | Some Qty | 2 | |
| b) Loose or damaged fixings? | Yes | Not So Bad | Some Qty | 2 | |
| c) Loose base of posts? | Yes | Not So Bad | Some Qty | 2 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Very Bad | Some Qty | 8 | |
| e) Corrosion on steel surface? | Yes | Bad | Some Qty | 5 | |
| f) Cracking on Masonary Parapets? | NO Problem | -- | -- | 0 | |
| 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? | Not Applicable | -- | -- | -- | |
| b) Debris or vegetation in joint? | Not Applicable | -- | -- | -- | |
| 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 | Not So Bad | Some Qty | 2 | |
| 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? | Yes | Not So Bad | Some Qty | 2 | |
| B- CHANGE IN RIVER COURSE | |||||
| a) River changing path upstream of bridge? | Yes | Not So Bad | Some Qty | 2 | |
| b) New islands forming upstream of bridge? | Yes | Not So Bad | Some Qty | 2 | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Yes | Not So Bad | Some Qty | 2 | |
| b) Damage to walls? | Yes | Not So Bad | Some Qty | 2 | |
| c) Loss of pitching? | NO Problem | -- | -- | 0 | |
| d) Damage to crates, timber, fencing, etc.? | Yes | Not So Bad | Some Qty | 2 | |
| e) Damage to trees? | Yes | Not So Bad | Some Qty | 2 | |
| 5 | SUPERSTRUCTURE Component Weightage 60 | ||||
| STEEL GIRDERS | |||||
| 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? | Yes | Not So Bad | Some Qty | 2 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Not So Bad | Some Qty | 2 | |
| e) Not enough vertical & horizontal clearances? | NO Problem | -- | -- | 0 | |
| STEEL GIRDERS AND BRACINGS | |||||
| a) Deterioration of paint or galvanising | Yes | Very Bad | Much Qty | 9 | |
| b) Corrosion? | Yes | Very Bad | Some Qty | 8 | |
| c) Bends in webs, flanges, stiffeners or bracings? | NO Problem | -- | -- | 0 | |
| d) Loose bolts or rivets? | Yes | Not So Bad | Some Qty | 2 | |
| e) Cracking? | NO Problem | -- | -- | 0 | |
| STEEL UNDERSIDE OF DECK | |||||
| a) Deterioration of paint or galvanising? | Yes | Very Bad | Much Qty | 9 | |
| b) Corrosion? | Yes | Very Bad | Some Qty | 8 | |
| c) Bends in stringers or plates? | NO Problem | -- | -- | 0 | |
| d) Loose bolts or rivets? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Some Qty | 2 | |
| b) Damage to foundation? | NO Problem | -- | -- | 0 | |
| c) Movement of abutment? | NO Problem | -- | -- | 0 | |
| d) Debris against abutment? | Yes | Not So Bad | Some Qty | 2 | |
| e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | 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? | NO Problem | -- | -- | 0 | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | NO Problem | -- | -- | 0 | |
| 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? | Yes | Not So Bad | Some Qty | 2 | |
| b) Damage to foundation? | NO Problem | -- | -- | 0 | |
| c) Movement of abutment? | NO Problem | -- | -- | 0 | |
| d) Debris against abutment? | Yes | Not So Bad | Some Qty | 2 | |
| e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | 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? | NO Problem | -- | -- | 0 | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | NO Problem | -- | -- | 0 | |
| 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 | Yes | Not So Bad | Some Qty | 2 | |
| 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