on Chainage 194.650 of Late Shri Geetaram Pokhriyal state highway (Marchula Saraikhet Baijro Pokhra Satpuli Pauri state highway)
In District Pauri Under PD Pauri Division
Critical Report on Bridge Condition
Form Filled By Mahendra Singh Dawan [39005937]
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 | Much Qty | 3 | |
| b) Blocked or damaged road drains? | Yes | Not So Bad | Much Qty | 3 | |
| c) Water on the deck? | Yes | Not So Bad | Some Qty | 2 | |
| d) Blocked or damaged deck drains? | Yes | Not So Bad | Much Qty | 3 | |
| C- WEARING COAT | |||||
| CONCRETE WEARING COURSE | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Reinforcement exposed? | Yes | Very Bad | Much Qty | 9 | |
| d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
| e) Wear of surface due to small stones? | Yes | Not So Bad | Some Qty | 2 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | NO Problem | -- | -- | 0 | |
| a) Damaged or loose kerbs? | Yes | Not So Bad | Some Qty | 2 | |
| 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 | Not So Bad | Some Qty | 2 | |
| e) Corrosion on steel surface? | Yes | Not So Bad | Some Qty | 2 | |
| f) Cracking on Masonary Parapets? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Debris or vegetation in joint? | Yes | Bad | Not Much Qty | 4 | |
| c) Loose or damaged fixtures? | NO Problem | -- | -- | 0 | |
| d) Damage or corrosion to metal parts? | Yes | Bad | Some Qty | 5 | |
| e) Damage to rubber waterseals? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | Not Applicable | -- | -- | -- | |
| d) Damage to crates, timber, fencing, etc.? | Not Applicable | -- | -- | -- | |
| e) Damage to trees? | Not Applicable | -- | -- | -- | |
| 5 | SUPERSTRUCTURE Component Weightage 60 | ||||
| STEEL TRUSSES | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | NO Problem | -- | -- | 0 | |
| b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Not So Bad | Some Qty | 2 | |
| c) Water coming through the deck? | Yes | Bad | Not Much Qty | 4 | |
| d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Very Bad | Not Much Qty | 7 | |
| e) Not enough vertical & horizontal clearances? | NO Problem | -- | -- | 0 | |
| STEEL TRUSSES | |||||
| a) Deterioration of paint or galvanising? | Yes | Bad | Much Qty | 6 | |
| b) Corrosion? | Yes | Not So Bad | Some Qty | 2 | |
| c) Bends in members? | NO Problem | -- | -- | 0 | |
| d) Bent or damaged joints? | Yes | Not So Bad | Much Qty | 3 | |
| e) Bent or damaged bracing? | NO Problem | -- | -- | 0 | |
| f) Loose bolts or rivets? | NO Problem | -- | -- | 0 | |
| g) Cracking of steel members? | NO Problem | -- | -- | 0 | |
| STEEL UNDERSIDE OF DECK | |||||
| a) Deterioration of paint or galvanising? | Yes | Not So Bad | Some Qty | 2 | |
| b) Corrosion? | Yes | Bad | Not Much Qty | 4 | |
| c) Bends in stringers or plates? | NO Problem | -- | -- | 0 | |
| d) Loose bolts or rivets? | NO Problem | -- | -- | 0 | |
| e) Cracking? | NO Problem | -- | -- | 0 | |
| 6 | BEARINGS Component Weightage 10 | ||||
| METAL BEARINGS | |||||
| a) Debris or vegetation around bearings? | Yes | Bad | Some Qty | 5 | |
| b) Bad drainage? | Yes | Bad | Some Qty | 5 | |
| c) Not enough room for the bridge span to move? | NO Problem | -- | -- | 0 | |
| d) Bearing not seated properly? | NO Problem | -- | -- | 0 | |
| e) Bridge span not seated properly on bearing? | NO Problem | -- | -- | 0 | |
| f) Damaged bedding mortar? | NO Problem | -- | -- | 0 | |
| g) Damaged or loose earthquake restraints? | NO Problem | -- | -- | 0 | |
| METAL BEARINGS | |||||
| a) Parts not properly seated? | NO Problem | -- | -- | 0 | |
| b) Parts not free to move? | Yes | Not So Bad | Some Qty | 2 | |
| c) Problem with the lubrication system? | Yes | Not So Bad | Much Qty | 3 | |
| d) Sliding surfaces damaged? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Cracks or bends in metal parts/ Bearing? | NO Problem | -- | -- | 0 | |
| f) Corrosion of metal parts? | Yes | Not So Bad | Much Qty | 3 | |
| 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 | Much Qty | 3 | |
| 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 | Not Much Qty | 4 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Not Applicable | -- | -- | -- | |
| b) Weepholes not working? | NO Problem | -- | -- | 0 | |
| c) Water leaking through the abutment? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| c) Erosion of fill? | NO Problem | -- | -- | 0 | |
| d) Cracking of road or embankment edge? | Yes | Bad | Not Much Qty | 4 | |
| 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 | Not Much Qty | 1 | |
| 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 | Not Much Qty | 1 | |
| f) Scour near to retaining walls? | Yes | Not So Bad | Not Much Qty | 1 | |
| g) Movement of retaining walls? | NO Problem | -- | -- | 0 | |
| h) Water leaking down through the expansion joint? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Bulging? | NO Problem | -- | -- | 0 | |
| c) Poor pointing? | NO Problem | -- | -- | 0 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Slippage of fill? | NO Problem | -- | -- | 0 | |
| c) Erosion of fill? | NO Problem | -- | -- | 0 | |
| d) Cracking of road or embankment edge? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | NO Problem | -- | -- | 0 | |
| e) Piping failure of fill? | NO Problem | -- | -- | 0 | |
| 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? | 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