ID :960
Pedestrain Bridge Over Bhagirathi River near Koteshwar
on Chainage 0.037 of road unknown
In District Tehri Under CD Narendnagar Division
Critical Report on Bridge Condition
Form Filled By Vijay Kumar Mogha [42270213M00020]
Inspection Team
"Koteshwar suspension bridge LHS Tower"
(Vijay Kumar Mogha)
Executive Engineer Civil
on Jun 15, 2024
"Pedestrian bridge required painting other misc repair works"
(Vijay Kumar Mogha)
Executive Engineer Civil
on Jun 15, 2024
"RHS Tower of bridge required removal of vegetation etc..."
(Vijay Kumar Mogha)
Executive Engineer Civil
on Jun 15, 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Blocked or damaged road drains? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Water on the deck? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Blocked or damaged deck drains? | Not Applicable | -- | -- | -- | |
| C- WEARING COAT | |||||
| CONCRETE WEARING COURSE | |||||
| a) Cracking? | Yes | Bad | Not Much Qty | 4 | |
| b) Spalling? | Not Applicable | -- | -- | -- | |
| c) Reinforcement exposed? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Poor concrete? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Wear of surface due to small stones? | 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 | Bad | Some Qty | 5 | |
| b) Loose or damaged fixings? | Yes | Bad | Not Much Qty | 4 | |
| c) Loose base of posts? | Not Applicable | -- | -- | -- | |
| d) Damaged coatirig or paint on steel surface? | Yes | Very Bad | Much Qty | 9 | |
| e) Corrosion on steel surface? | Yes | Bad | Much Qty | 6 | |
| 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? | Yes | Bad | Some Qty | 5 | |
| b) Debris or vegetation in joint? | Yes | Not So Bad | Some Qty | 2 | |
| c) Loose or damaged fixtures? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | 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? | 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 | ||||
| STEEL GIRDERS | |||||
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Not enough vertical & horizontal clearances? | NO Problem | -- | -- | 0 | |
| STEEL GIRDERS AND BRACINGS | |||||
| a) Deterioration of paint or galvanising | Yes | Bad | Much Qty | 6 | |
| b) Corrosion? | Yes | Bad | Much Qty | 6 | |
| c) Bends in webs, flanges, stiffeners or bracings? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Loose bolts or rivets? | Not Applicable | -- | -- | -- | |
| e) Cracking? | Not Applicable | -- | -- | -- | |
| STEEL UNDERSIDE OF DECK | |||||
| a) Deterioration of paint or galvanising? | Yes | Bad | Much Qty | 6 | |
| b) Corrosion? | Yes | Bad | Much Qty | 6 | |
| c) Bends in stringers or plates? | NO Problem | -- | -- | 0 | |
| d) Loose bolts or rivets? | Not Applicable | -- | -- | -- | |
| e) Cracking? | Not Applicable | -- | -- | -- | |
| 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 | Not So Bad | Some Qty | 2 | |
| f) Scour near to retaining walls? | Not Applicable | -- | -- | -- | |
| g) Movement of retaining walls? | Not Applicable | -- | -- | -- | |
| h) Water leaking down through the expansion joint? | Not Applicable | -- | -- | -- | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Not Applicable | -- | -- | -- | |
| b) Weepholes not working? | Not Applicable | -- | -- | -- | |
| c) Water leaking through the abutment? | Not Applicable | -- | -- | -- | |
| 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 | Not So Bad | Not Much Qty | 1 | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | Yes | Not So Bad | Some Qty | 2 | |
| d) Deterioration of bricks or stones? | Yes | Not So Bad | Not Much Qty | 1 | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Not Applicable | -- | -- | -- | |
| b) Slippage of fill? | Not Applicable | -- | -- | -- | |
| c) Erosion of fill? | Not Applicable | -- | -- | -- | |
| d) Cracking of road or embankment edge? | Not Applicable | -- | -- | -- | |
| e) Piping failure of fill? | Not Applicable | -- | -- | -- | |
| 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? | 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? | 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Deterioration of bricks or stones? | Yes | Not So Bad | Not Much Qty | 1 | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | NO Problem | -- | -- | 0 | |
| b) Slippage of fill? | Not Applicable | -- | -- | -- | |
| 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? | 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? | 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