on Chainage 0.000 of road unknown
In District Pithoragarh Under PD Pithoragarh Division
Critical Report on Bridge Condition
Form Filled By Vivek Kumar Saxena [360021032]
Inspection Team
Comments
"पुल के दोनों ओर सीमित यातायात हेतु सूचना बोर्ड लगाए जा रहे हैं तथा पुल की क्षतियों की मरम्मत हेतु आगणन गठित किया जा रहा है।"
(Mohan Chandra Tiwari)
0700100120
on Dec 23, 2022
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? | Yes | Not So Bad | Some Qty | 2 | |
| c) Water on the deck? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Blocked or damaged deck drains? | Not Applicable | -- | -- | -- | |
| C- WEARING COAT | |||||
| NOT APPLICABLE | |||||
| 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 | Not So Bad | Some Qty | 2 | |
| b) Loose or damaged fixings? | Yes | Not So Bad | Much Qty | 3 | |
| c) Loose base of posts? | Yes | Bad | Some Qty | 5 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Bad | Much Qty | 6 | |
| e) Corrosion on steel surface? | Yes | Bad | Some Qty | 5 | |
| f) Cracking on Masonary Parapets? | Not Applicable | -- | -- | -- | |
| 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? | Not Applicable | -- | -- | -- | |
| b) Debris or vegetation in joint? | Not Applicable | -- | -- | -- | |
| c) Loose or damaged fixtures? | Yes | Bad | Much Qty | 6 | |
| d) Damage or corrosion to metal parts? | Yes | Bad | Much Qty | 6 | |
| e) Damage to rubber waterseals? | Not Applicable | -- | -- | -- | |
| 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? | Not Applicable | -- | -- | -- | |
| c) Fencing or buildings under bridge? | Not Applicable | -- | -- | -- | |
| d) Trees or bushes.growing under bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
| B- CHANGE IN RIVER COURSE | |||||
| a) River changing path upstream of bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) New islands forming upstream of bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Not Applicable | -- | -- | -- | |
| b) Damage to walls? | Not Applicable | -- | -- | -- | |
| c) Loss of pitching? | Yes | Not So Bad | Some Qty | 2 | |
| d) Damage to crates, timber, fencing, etc.? | Yes | Not So Bad | Some Qty | 2 | |
| e) Damage to trees? | Yes | Not So Bad | Not Much Qty | 1 | |
| 5 | SUPERSTRUCTURE Component Weightage 60 | ||||
| STEEL GIRDERS | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Bad | Some Qty | 5 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Water coming through the deck? | Yes | Bad | Much Qty | 6 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Not Applicable | -- | -- | -- | |
| e) Not enough vertical & horizontal clearances? | Yes | Not So Bad | Not Much Qty | 1 | |
| STEEL GIRDERS AND BRACINGS | |||||
| a) Deterioration of paint or galvanising | Yes | Very Bad | Some Qty | 8 | |
| b) Corrosion? | Yes | Very Bad | Much Qty | 9 | |
| c) Bends in webs, flanges, stiffeners or bracings? | Yes | Bad | Not Much Qty | 4 | |
| d) Loose bolts or rivets? | Yes | Very Bad | Much Qty | 9 | |
| e) Cracking? | Yes | Very Bad | Some Qty | 8 | |
| STEEL UNDERSIDE OF DECK | |||||
| a) Deterioration of paint or galvanising? | Yes | Very Bad | Some Qty | 8 | |
| b) Corrosion? | Yes | Very Bad | Much Qty | 9 | |
| c) Bends in stringers or plates? | Yes | Not So Bad | Some Qty | 2 | |
| d) Loose bolts or rivets? | NO Problem | -- | -- | 0 | |
| e) Cracking? | Yes | Very Bad | Some Qty | 8 | |
| 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? | Yes | Bad | Some Qty | 5 | |
| c) Movement of abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Debris against abutment? | Yes | Not So Bad | Some Qty | 2 | |
| e) Vegetation growing on-or in abutment? | Yes | Bad | Not Much Qty | 4 | |
| f) Scour near to retaining walls? | Yes | Not So Bad | Some Qty | 2 | |
| g) Movement of retaining walls? | Yes | Not So Bad | Much Qty | 3 | |
| h) Water leaking down through the expansion joint? | Yes | Very Bad | Some Qty | 8 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Not So Bad | Some Qty | 2 | |
| b) Weepholes not working? | NO Problem | -- | -- | 0 | |
| c) Water leaking through the abutment? | Yes | Bad | Not Much Qty | 4 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Not Applicable | -- | -- | -- | |
| b) Spalling? | Yes | Bad | Not Much Qty | 4 | |
| c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | Not Applicable | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Bulging? | Yes | Very Bad | Not Much Qty | 7 | |
| c) Poor pointing? | Yes | Bad | Some Qty | 5 | |
| d) Deterioration of bricks or stones? | Yes | Bad | Some Qty | 5 | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Yes | Bad | Not Much Qty | 4 | |
| b) Slippage of fill? | Yes | Bad | Not Much Qty | 4 | |
| c) Erosion of fill? | Yes | Bad | Some Qty | 5 | |
| d) Cracking of road or embankment edge? | Yes | Bad | Some Qty | 5 | |
| e) Piping failure of fill? | Yes | Bad | Not Much Qty | 4 | |
| 8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | Yes | Bad | Some Qty | 5 | |
| 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 | Much Qty | 3 | |
| f) Scour near to retaining walls? | NO Problem | -- | -- | 0 | |
| g) Movement of retaining walls? | Yes | Not So Bad | Much Qty | 3 | |
| h) Water leaking down through the expansion joint? | Yes | Not So Bad | Much Qty | 3 | |
| 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? | Not Applicable | -- | -- | -- | |
| b) Spalling? | Not Applicable | -- | -- | -- | |
| c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | Not Applicable | -- | -- | -- | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Bulging? | Yes | Bad | Not Much Qty | 4 | |
| c) Poor pointing? | Yes | Bad | Not Much Qty | 4 | |
| 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 | Not So Bad | Much Qty | 3 | |
| b) Slippage of fill? | Yes | Not So Bad | Much Qty | 3 | |
| c) Erosion of fill? | Yes | Bad | Not Much Qty | 4 | |
| d) Cracking of road or embankment edge? | Yes | Bad | Not Much Qty | 4 | |
| e) Piping failure of fill? | Yes | Bad | Not Much Qty | 4 | |
| 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? | Not Applicable | -- | -- | -- | |
| d) Pieces broken off? | Not Applicable | -- | -- | -- | |
| e) Piping failure of fill? | Not Applicable | -- | -- | -- | |
| B- SLOPE PROTECTION WITH CRATES | |||||
| a) Not much movement of crates? | Not Applicable | -- | -- | -- | |
| b) Damage to crates or ties? | Not Applicable | -- | -- | -- | |
| C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
| a) Slope getting washed out? | Not Applicable | -- | -- | -- | |
| b) Settlement? | Not Applicable | -- | -- | -- | |
| 10 | RIVER BED Component Weightage 10 | ||||
| A- BED PROTECTION AND APRONS | |||||
| a) Large holes in the river bed? | Not Applicable | -- | -- | -- | |
| b) Loss of material | Not Applicable | -- | -- | -- | |
| c) Crates broken away from pier or abutment? | Not Applicable | -- | -- | -- | |
| d) Damage to wires or ties? | Not Applicable | -- | -- | -- | |
| B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS | |||||
| a) Scour at edge? | Not Applicable | -- | -- | -- | |
| b) Cracking? | Not Applicable | -- | -- | -- | |
| c) Spalling or stones missing? | Not Applicable | -- | -- | -- | |
| d) Erosion of surface? | Not Applicable | -- | -- | -- | |
| e) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
End of Report