ID :1583
स्वतंत्रता संग्राम सैनानी ”वृक्ष मानव“ श्री विश्वेश्वर दत्त सकलानी मोटर मार्ग कि0मी0-9 है0मी0 0-2
on Chainage 8.050 of Freedom fighter Shri Vishveshwar Dutt Saklani motor road (Raipur Kaddukhal state highway)
In District Tehri Under TD Thatyur Division
Critical Report on Bridge Condition
Form Filled By Surendra Kumar [90007790]
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 | Not Much Qty | 1 | |
| 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 | Bad | Not Much Qty | 4 | |
| d) Blocked or damaged deck drains? | Yes | Bad | Some Qty | 5 | |
| C- WEARING COAT | |||||
| CONCRETE WEARING COURSE | |||||
| a) Cracking? | Yes | Very Bad | Some Qty | 8 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Reinforcement exposed? | Yes | Very Bad | Some Qty | 8 | |
| d) Poor concrete? | Yes | Very Bad | Some Qty | 8 | |
| e) Wear of surface due to small stones? | Yes | Bad | Not Much Qty | 4 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | NO Problem | -- | -- | 0 | |
| a) Damaged or loose kerbs? | NO Problem | -- | -- | 0 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Yes | Very Bad | Much Qty | 9 | |
| b) Loose or damaged fixings? | NO Problem | -- | -- | 0 | |
| c) Loose base of posts? | NO Problem | -- | -- | 0 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Bad | Much Qty | 6 | |
| e) Corrosion on steel surface? | Yes | Very Bad | Some Qty | 8 | |
| f) Cracking on Masonary Parapets? | Yes | Very Bad | Much Qty | 9 | |
| g) Movement or bending of parapet? | Yes | Very Bad | Much Qty | 9 | |
| h) Poor pointing/ Plaster on parapet? | Yes | Very Bad | Much Qty | 9 | |
| i) Deterioration of bricks or stones? | Yes | Very Bad | Much Qty | 9 | |
| 3 | EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10 | ||||
| a) Damage to concrete of deck end or dirt wall near joint? | Yes | Not So Bad | Much Qty | 3 | |
| b) Debris or vegetation in joint? | Yes | Very Bad | Much Qty | 9 | |
| c) Loose or damaged fixtures? | Yes | Bad | Not Much Qty | 4 | |
| d) Damage or corrosion to metal parts? | Yes | Bad | Not Much Qty | 4 | |
| e) Damage to rubber waterseals? | Yes | Very Bad | Much Qty | 9 | |
| 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 | 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? | NO Problem | -- | -- | 0 | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Yes | Bad | Not Much Qty | 4 | |
| 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? | NO Problem | -- | -- | 0 | |
| 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 | Not Much Qty | 1 | |
| 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 | Bad | Some Qty | 5 | |
| 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 | Bad | Some Qty | 5 | |
| c) Bends in members? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Bent or damaged joints? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Bent or damaged bracing? | Yes | Not So Bad | Some Qty | 2 | |
| f) Loose bolts or rivets? | Yes | Not So Bad | Not Much Qty | 1 | |
| g) Cracking of steel members? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Loose bolts or rivets? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
| 6 | BEARINGS Component Weightage 10 | ||||
| METAL BEARINGS | |||||
| a) Debris or vegetation around bearings? | Yes | Bad | Some Qty | 5 | |
| b) Bad drainage? | Yes | Not So Bad | Some Qty | 2 | |
| c) Not enough room for the bridge span to move? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Bearing not seated properly? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Bridge span not seated properly on bearing? | Yes | Not So Bad | Not Much Qty | 1 | |
| f) Damaged bedding mortar? | Yes | Bad | Much Qty | 6 | |
| g) Damaged or loose earthquake restraints? | Yes | Bad | Some Qty | 5 | |
| METAL BEARINGS | |||||
| a) Parts not properly seated? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Parts not free to move? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Problem with the lubrication system? | Yes | Bad | Much Qty | 6 | |
| d) Sliding surfaces damaged? | Yes | Bad | Some Qty | 5 | |
| e) Cracks or bends in metal parts/ Bearing? | Yes | Bad | Some Qty | 5 | |
| f) Corrosion of metal parts? | Yes | Bad | Much Qty | 6 | |
| 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 | Not So Bad | Some Qty | 2 | |
| 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 | Not So Bad | Much Qty | 3 | |
| f) Scour near to retaining walls? | Yes | Not So Bad | Some Qty | 2 | |
| g) Movement of retaining walls? | Yes | Not So Bad | Not Much Qty | 1 | |
| h) Water leaking down through the expansion joint? | Yes | Bad | Much Qty | 6 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Weepholes not working? | NO Problem | -- | -- | 0 | |
| c) Water leaking through the abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
| b) Spalling? | Yes | Bad | Much Qty | 6 | |
| c) Corrosion of reinforcement? | Yes | Bad | Much Qty | 6 | |
| d) Poor concrete? | Yes | Bad | Much Qty | 6 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
| b) Bulging? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Slippage of fill? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Erosion of fill? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Cracking of road or embankment edge? | Yes | Not So Bad | Some Qty | 2 | |
| e) Piping failure of fill? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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 | Not So Bad | Much Qty | 3 | |
| f) Scour near to retaining walls? | Yes | Not So Bad | Not Much Qty | 1 | |
| g) Movement of retaining walls? | Yes | Not So Bad | Not Much Qty | 1 | |
| h) Water leaking down through the expansion joint? | Yes | Bad | Some Qty | 5 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Weepholes not working? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Water leaking through the abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Spalling? | Yes | Bad | Some Qty | 5 | |
| c) Corrosion of reinforcement? | Yes | Bad | Much Qty | 6 | |
| d) Poor concrete? | Yes | Bad | Some Qty | 5 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Bulging? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Slippage of fill? | NO Problem | -- | -- | 0 | |
| c) Erosion of fill? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Cracking of road or embankment edge? | Yes | Not So Bad | Not Much Qty | 1 | |
| e) Piping failure of fill? | Yes | Not So Bad | Not Much Qty | 1 | |
| 9 | Embankments Component Weightage 10 | ||||
| A- STONE PITCHING SLOPE PROTECTION | |||||
| a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Poor pointing? | NO Problem | -- | -- | 0 | |
| c) Scour or erosion at edge? | Yes | Bad | Some Qty | 5 | |
| 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? | Yes | Bad | Some Qty | 5 | |
| b) Damage to crates or ties? | Yes | Bad | Some Qty | 5 | |
| C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
| a) Slope getting washed out? | Yes | Bad | Some Qty | 5 | |
| b) Settlement? | Yes | Not So Bad | Not Much Qty | 1 | |
| 10 | RIVER BED Component Weightage 10 | ||||
| A- BED PROTECTION AND APRONS | |||||
| a) Large holes in the river bed? | Yes | Bad | Some Qty | 5 | |
| b) Loss of material | Yes | Not So Bad | Some Qty | 2 | |
| c) Crates broken away from pier or abutment? | Not Applicable | -- | -- | -- | |
| d) Damage to wires or ties? | Yes | Bad | Some Qty | 5 | |
| B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS | |||||
| a) Scour at edge? | Yes | Bad | Not Much Qty | 4 | |
| 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