on Chainage 35.000 of Kathgodam (Ranibag) Bhimtal Khutani Padampuri Dhanachuli Pahadpani Shaharfatak Mornaula Devidhura Lohaghat Pancheswer state highway
In District Nanital Under TD Bhawali Division
Critical Report on Bridge Condition
Form Filled By Manoj Kumar [360023344]
Inspection Team
"Bridge inspection "
(Manoj Kumar)
Assistant Engineer Civil
on Jun 05, 2026
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 | Much Qty | 3 | |
| 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 | Not Much Qty | 1 | |
| c) Water on the deck? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Blocked or damaged deck drains? | Yes | Not So Bad | Not Much Qty | 1 | |
| C- WEARING COAT | |||||
| BITUMEN WEARING COURSE | |||||
| a) Surface breaking up or lifting off? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Cracking above joints ? | Yes | Not So Bad | Not Much Qty | 1 | |
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Yes | Not So Bad | Not Much Qty | 1 | |
| a) Damaged or loose kerbs? | Yes | Not So Bad | Not Much Qty | 1 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Loose or damaged fixings? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Loose base of posts? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Damaged coatirig or paint on steel surface? | Yes | Bad | Much Qty | 6 | |
| e) Corrosion on steel surface? | Yes | Not So Bad | Much Qty | 3 | |
| f) Cracking on Masonary Parapets? | Yes | Not So Bad | Some Qty | 2 | |
| g) Movement or bending of parapet? | Yes | Not So Bad | Not Much Qty | 1 | |
| h) Poor pointing/ Plaster on parapet? | Yes | Not So Bad | Not Much Qty | 1 | |
| i) Deterioration of bricks or stones? | Yes | Not So Bad | Not Much Qty | 1 | |
| 3 | EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10 | ||||
| a) Damage to concrete of deck end or dirt wall near joint? | Yes | Bad | Much Qty | 6 | |
| b) Debris or vegetation in joint? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Loose or damaged fixtures? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Damage or corrosion to metal parts? | Yes | Bad | Some Qty | 5 | |
| e) Damage to rubber waterseals? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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 | Not So Bad | Some Qty | 2 | |
| 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 | Not So Bad | Some Qty | 2 | |
| 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 | Not Much Qty | 1 | |
| e) Damage to trees? | NO Problem | -- | -- | 0 | |
| 5 | BEARINGS Component Weightage 10 | ||||
| METAL BEARINGS | |||||
| a) Debris or vegetation around bearings? | Yes | Not So Bad | Some Qty | 2 | |
| b) Bad drainage? | Yes | Not So Bad | Some Qty | 2 | |
| c) Not enough room for the bridge span to move? | Yes | Not So Bad | Some Qty | 2 | |
| 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? | NO Problem | -- | -- | 0 | |
| g) Damaged or loose earthquake restraints? | NO Problem | -- | -- | 0 | |
| 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 | Not So Bad | Not Much Qty | 1 | |
| 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 | Some Qty | 2 | |
| 6 | 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? | NO Problem | -- | -- | 0 | |
| d) Debris against abutment? | Yes | Not So Bad | Some Qty | 2 | |
| e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Some Qty | 2 | |
| f) Scour near to retaining walls? | Yes | Not So Bad | Some Qty | 2 | |
| g) Movement of retaining walls? | NO Problem | -- | -- | 0 | |
| h) Water leaking down through the expansion joint? | Yes | Not So Bad | Not Much Qty | 1 | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 | |
| d) Poor concrete? | Yes | Not So Bad | Not Much Qty | 1 | |
| 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? | NO Problem | -- | -- | 0 | |
| d) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
| 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 | |
| 7 | 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 | Not So Bad | Some Qty | 2 | |
| 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? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| e) Piping failure of fill? | NO Problem | -- | -- | 0 | |
| 8 | Embankments Component Weightage 10 | ||||
| A- STONE PITCHING SLOPE PROTECTION | |||||
| a) Cracking? | NO Problem | -- | -- | 0 | |
| b) Poor pointing? | NO Problem | -- | -- | 0 | |
| c) Scour or erosion at edge? | NO Problem | -- | -- | 0 | |
| 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? | NO Problem | -- | -- | 0 | |
| b) Damage to crates or ties? | NO Problem | -- | -- | 0 | |
| C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
| a) Slope getting washed out? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Settlement? | NO Problem | -- | -- | 0 | |
| 9 | RIVER BED Component Weightage 10 | ||||
| A- BED PROTECTION AND APRONS | |||||
| a) Large holes in the river bed? | NO Problem | -- | -- | 0 | |
| b) Loss of material | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Crates broken away from pier or abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Damage to wires or ties? | Yes | Not So Bad | Not Much Qty | 1 | |
| B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS | |||||
| a) Scour at edge? | Yes | Not So Bad | Not Much Qty | 1 | |
| b) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
| c) Spalling or stones missing? | Yes | Not So Bad | Not Much Qty | 1 | |
| d) Erosion of surface? | NO Problem | -- | -- | 0 | |
| e) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 | |
End of Report