on Chainage 0.500 of road unknown
In District Tehri Under TD Kirtinagar Division
Critical Report on Bridge Condition
Form Filled By Dinesh Prasad Arya [750013557]
Inspection Team
"Bridge deck "
(Dinesh Prasad Arya)
Executive Engineer Civil
on Jan 11, 2024
"Seperation of pony bracing from girder"
(Dinesh Prasad Arya)
Executive Engineer Civil
on Jan 11, 2024
"Buckling of top chord"
(Dinesh Prasad Arya)
Executive Engineer Civil
on Jan 11, 2024
"Buckling of top chord "
(Dinesh Prasad Arya)
Executive Engineer Civil
on Jan 11, 2024
"Rivet damaged"
(Dinesh Prasad Arya)
Executive Engineer Civil
on Jan 11, 2024
"Seperation of bracing from top chord"
(Dinesh Prasad Arya)
Executive Engineer Civil
on Jan 11, 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 | Bad | Some Qty | 5 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | Yes | Bad | Some Qty | 5 | |
| b) Blocked or damaged road drains? | Yes | Bad | Some Qty | 5 | |
| c) Water on the deck? | Yes | Very Bad | Some Qty | 8 | |
| d) Blocked or damaged deck drains? | Yes | Very Bad | Some Qty | 8 | |
| C- WEARING COAT | |||||
| BITUMEN WEARING COURSE | |||||
| a) Surface breaking up or lifting off? | Yes | Bad | Some Qty | 5 | |
| b) Cracking above joints ? | Not Accessible | -- | -- | -- | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Yes | Not So Bad | Not Much Qty | 1 | |
| a) Damaged or loose kerbs? | Yes | Bad | Some Qty | 5 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Yes | Bad | Some Qty | 5 | |
| b) Loose or damaged fixings? | Yes | Very Bad | Some Qty | 8 | |
| c) Loose base of posts? | NO Problem | -- | -- | 0 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Very Bad | Much Qty | 9 | |
| e) Corrosion on steel surface? | NO Problem | -- | -- | 0 | |
| 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 | Very Bad | Some Qty | 8 | |
| b) Debris or vegetation in joint? | Yes | Very Bad | Much Qty | 9 | |
| c) Loose or damaged fixtures? | Yes | Very Bad | Much Qty | 9 | |
| d) Damage or corrosion to metal parts? | NO Problem | -- | -- | 0 | |
| e) Damage to rubber waterseals? | Yes | Very Bad | Some Qty | 8 | |
| 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? | NO Problem | -- | -- | 0 | |
| c) Fencing or buildings under bridge? | NO Problem | -- | -- | 0 | |
| d) Trees or bushes.growing under bridge? | Yes | Bad | Some Qty | 5 | |
| 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 - STEEL GIRDERS | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Much Qty | 9 | |
| c) Water coming through the deck? | Yes | Bad | Some Qty | 5 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Very Bad | Some Qty | 8 | |
| e) Not enough vertical & horizontal clearances? | Yes | Bad | Some Qty | 5 | |
| STEEL GIRDERS AND BRACINGS | |||||
| a) Deterioration of paint or galvanising | Yes | Very Bad | Much Qty | 9 | |
| b) Corrosion? | Yes | Very Bad | Much Qty | 9 | |
| c) Bends in webs, flanges, stiffeners or bracings? | Yes | Very Bad | Much Qty | 9 | |
| d) Loose bolts or rivets? | Yes | Very Bad | Much Qty | 9 | |
| e) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| STEEL UNDERSIDE OF DECK | |||||
| a) Deterioration of paint or galvanising? | Yes | Very Bad | Much Qty | 9 | |
| b) Corrosion? | Yes | Very Bad | Much Qty | 9 | |
| c) Bends in stringers or plates? | Yes | Very Bad | Much Qty | 9 | |
| d) Loose bolts or rivets? | Yes | Very Bad | Much Qty | 9 | |
| e) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| SUPERSTRUCTURE -2 | |||||
| TYPE - CONCRETE | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Very Bad | Some Qty | 8 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Much Qty | 9 | |
| c) Water coming through the deck? | Yes | Very Bad | Much Qty | 9 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Very Bad | Much Qty | 9 | |
| e) Not enough vertical & horizontal clearances? | Yes | Very Bad | Some Qty | 8 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| 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 | Some Qty | 8 | |
| 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 | |
| SUPERSTRUCTURE -3 | |||||
| TYPE - CONCRETE | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Yes | Very Bad | Much Qty | 9 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Very Bad | Much Qty | 9 | |
| c) Water coming through the deck? | Yes | Very Bad | Much Qty | 9 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Very Bad | Much Qty | 9 | |
| e) Not enough vertical & horizontal clearances? | Yes | Very Bad | Some Qty | 8 | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Yes | Very Bad | Some Qty | 8 | |
| b) Spalling? | Yes | Very Bad | Some Qty | 8 | |
| c) Corrosion of reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | Yes | Very Bad | Some Qty | 8 | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Reinforcement corrosion? | Yes | Very Bad | Some Qty | 8 | |
| d) Poor concrete? | Yes | Very Bad | Some Qty | 8 | |
| e) Less cover to reinforcement? | Yes | Very Bad | Some Qty | 8 | |
| 6 | BEARINGS Component Weightage 10 | ||||
| METAL BEARINGS | |||||
| a) Debris or vegetation around bearings? | Yes | Very Bad | Much Qty | 9 | |
| b) Bad drainage? | Yes | Very Bad | Much Qty | 9 | |
| c) Not enough room for the bridge span to move? | Yes | Very Bad | Some Qty | 8 | |
| d) Bearing not seated properly? | Yes | Not So Bad | Some Qty | 2 | |
| e) Bridge span not seated properly on bearing? | NO Problem | -- | -- | 0 | |
| f) Damaged bedding mortar? | Yes | Bad | Some Qty | 5 | |
| g) Damaged or loose earthquake restraints? | Yes | Very Bad | Some Qty | 8 | |
| METAL BEARINGS | |||||
| a) Parts not properly seated? | Yes | Bad | Some Qty | 5 | |
| b) Parts not free to move? | Yes | Bad | Some Qty | 5 | |
| c) Problem with the lubrication system? | Yes | Very Bad | Much Qty | 9 | |
| d) Sliding surfaces damaged? | Yes | Very Bad | Some Qty | 8 | |
| e) Cracks or bends in metal parts/ Bearing? | Yes | Very Bad | Much Qty | 9 | |
| f) Corrosion of metal parts? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Bad | Some Qty | 5 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Bad | Some Qty | 5 | |
| b) Weepholes not working? | Yes | Bad | Some Qty | 5 | |
| c) Water leaking through the abutment? | Yes | Bad | Some Qty | 5 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Very Bad | Some Qty | 8 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Corrosion of reinforcement? | Yes | Bad | Some Qty | 5 | |
| d) Poor concrete? | Yes | Bad | Some Qty | 5 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | NO Problem | -- | -- | 0 | |
| b) Bulging? | Yes | Bad | Some Qty | 5 | |
| c) Poor pointing? | Yes | Bad | Some Qty | 5 | |
| d) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
| 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 | Bad | Some Qty | 5 | |
| e) Vegetation growing on-or in abutment? | Yes | Bad | Some Qty | 5 | |
| 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? | Yes | Bad | Some Qty | 5 | |
| b) Weepholes not working? | Yes | Bad | Some Qty | 5 | |
| c) Water leaking through the abutment? | Yes | Bad | Some Qty | 5 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Corrosion of reinforcement? | Yes | Bad | Some Qty | 5 | |
| d) Poor concrete? | Yes | Bad | Some Qty | 5 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Bad | Some Qty | 5 | |
| b) Bulging? | Yes | Bad | Some Qty | 5 | |
| 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? | 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 | -- | -- | -- | |
| 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? | 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 | ||||
| CONCRETE PIERS | |||||
| a) Scour near base of pier? | NO Problem | -- | -- | 0 | |
| b) Damage to foundations? | NO Problem | -- | -- | 0 | |
| c) Movement of pier? | NO Problem | -- | -- | 0 | |
| d) Impact damage? | Yes | Very Bad | Much Qty | 9 | |
| e) Vegetation growirig on pier? | Yes | Very Bad | Much Qty | 9 | |
| f) Water Leaking past expansion joint | Yes | Very Bad | Much Qty | 9 | |
| CONCRETE PIERS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Corrosion of reinforcement? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
End of Report