ID :691
RCC Slabe Bridge at Jassari to Saijna Road Over Parveen River
on Chainage 2.000 of road unknown
In District Udham Singh Nagar Under CD Khatima Division
Critical Report on Bridge Condition
Form Filled By Ajeet Kumar Satsangi [42270313M01301]
Inspection Team
"Bridge is completely damage by heavy rainfall. Construction of new bridge is under process. Estimate of 1st phase works is sent for approval."
(Ajeet Kumar Satsangi)
Junior Engineer Civil
on Dec 05, 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? | NO Problem | -- | -- | 0 | |
| B- DRAINAGE | |||||
| a) Badly built road drainage near bridge? | NO Problem | -- | -- | 0 | |
| b) Blocked or damaged road drains? | NO Problem | -- | -- | 0 | |
| c) Water on the deck? | NO Problem | -- | -- | 0 | |
| d) Blocked or damaged deck drains? | NO Problem | -- | -- | 0 | |
| C- WEARING COAT | |||||
| NOT APPLICABLE | |||||
| D- KERBS & FOOTPATHS | |||||
| a) Loose railing fixtures? | Yes | Very Bad | Much Qty | 9 | |
| a) Damaged or loose kerbs? | Yes | Very Bad | Much Qty | 9 | |
| 2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
| a) Impact damaged? | Yes | Very Bad | Much Qty | 9 | |
| b) Loose or damaged fixings? | Not Applicable | -- | -- | -- | |
| c) Loose base of posts? | Yes | Very Bad | Much Qty | 9 | |
| d) Damaged coatirig or paint on steel surface? | Not Applicable | -- | -- | -- | |
| e) Corrosion on steel surface? | Not Applicable | -- | -- | -- | |
| f) Cracking on Masonary Parapets? | Yes | Very Bad | Much Qty | 9 | |
| g) Movement or bending of parapet? | Not Applicable | -- | -- | -- | |
| h) Poor pointing/ Plaster on parapet? | Yes | Very Bad | Much Qty | 9 | |
| 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 | Much Qty | 9 | |
| b) Debris or vegetation in joint? | Not Applicable | -- | -- | -- | |
| c) Loose or damaged fixtures? | Not Applicable | -- | -- | -- | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| B- CHANGE IN RIVER COURSE | |||||
| a) River changing path upstream of bridge? | Yes | Very Bad | Much Qty | 9 | |
| b) New islands forming upstream of bridge? | Not Applicable | -- | -- | -- | |
| C- RIVER TRAINING WORKS | |||||
| a) River attack beyond the upstream end of river training works? | Yes | Very Bad | Much Qty | 9 | |
| b) Damage to walls? | Yes | Very Bad | Much Qty | 9 | |
| c) Loss of pitching? | Yes | Very Bad | Much Qty | 9 | |
| d) Damage to crates, timber, fencing, etc.? | Not Applicable | -- | -- | -- | |
| e) Damage to trees? | Not Applicable | -- | -- | -- | |
| 5 | SUPERSTRUCTURE Component Weightage 60 | ||||
| CONCRETE | |||||
| General | |||||
| a) Impact damage to girders, trusses or bracings? | Not Applicable | -- | -- | -- | |
| 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? | Not Accessible | -- | -- | -- | |
| CONCRETE BEAMS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | Not Accessible | -- | -- | -- | |
| CONCRETE UNDERSIDE OF DECK | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Not Accessible | -- | -- | -- | |
| c) Reinforcement corrosion? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| e) Less cover to reinforcement? | 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? | Yes | Very Bad | Much Qty | 9 | |
| b) Damage to foundation? | Yes | Very Bad | Much Qty | 9 | |
| c) Movement of abutment? | Not Applicable | -- | -- | -- | |
| d) Debris against abutment? | NO Problem | -- | -- | 0 | |
| e) Vegetation growing on-or in abutment? | Yes | Very Bad | Much Qty | 9 | |
| f) Scour near to retaining walls? | Yes | Very Bad | Much Qty | 9 | |
| 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 Accessible | -- | -- | -- | |
| b) Weepholes not working? | Not Accessible | -- | -- | -- | |
| c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | NO Problem | -- | -- | 0 | |
| c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
| d) Poor concrete? | Yes | Very Bad | Much Qty | 9 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Not Applicable | -- | -- | -- | |
| b) Bulging? | Yes | Very Bad | Much Qty | 9 | |
| c) Poor pointing? | Yes | Very Bad | Much Qty | 9 | |
| d) Deterioration of bricks or stones? | Not Applicable | -- | -- | -- | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Yes | Very Bad | Much Qty | 9 | |
| b) Slippage of fill? | Not Accessible | -- | -- | -- | |
| c) Erosion of fill? | Yes | Very Bad | Much Qty | 9 | |
| d) Cracking of road or embankment edge? | Yes | Very Bad | Much Qty | 9 | |
| e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
| 8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
| A- GENERAL | |||||
| a) Erosion or scour at abutment? | Yes | Very Bad | Much Qty | 9 | |
| b) Damage to foundation? | Yes | Very Bad | Much Qty | 9 | |
| c) Movement of abutment? | Not Applicable | -- | -- | -- | |
| d) Debris against abutment? | NO Problem | -- | -- | 0 | |
| e) Vegetation growing on-or in abutment? | Yes | Very Bad | Much Qty | 9 | |
| f) Scour near to retaining walls? | Yes | Very Bad | Much Qty | 9 | |
| g) Movement of retaining walls? | Not Accessible | -- | -- | -- | |
| h) Water leaking down through the expansion joint? | Not Accessible | -- | -- | -- | |
| B- DRAINAGE SYSTEM | |||||
| a) Not enough weepholes? | Not Accessible | -- | -- | -- | |
| b) Weepholes not working? | Not Accessible | -- | -- | -- | |
| c) Water leaking through the abutment? | NO Problem | -- | -- | 0 | |
| C- CONCRETE WALLS | |||||
| a) Cracking? | Yes | Very Bad | Much Qty | 9 | |
| b) Spalling? | Yes | Very Bad | Much Qty | 9 | |
| c) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
| d) Poor concrete? | NO Problem | -- | -- | 0 | |
| D- MASONRY WALLS | |||||
| a) Cracking? | Not Applicable | -- | -- | -- | |
| b) Bulging? | Not Applicable | -- | -- | -- | |
| c) Poor pointing? | Not Applicable | -- | -- | -- | |
| d) Deterioration of bricks or stones? | Not Applicable | -- | -- | -- | |
| E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
| a) Scour at base of slopes? | Yes | Very Bad | Much Qty | 9 | |
| b) Slippage of fill? | Not Accessible | -- | -- | -- | |
| c) Erosion of fill? | Not Accessible | -- | -- | -- | |
| d) Cracking of road or embankment edge? | Yes | Very Bad | Much Qty | 9 | |
| e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
| 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? | Not Applicable | -- | -- | -- | |
| B- SLOPE PROTECTION WITH CRATES | |||||
| a) Not much movement of crates? | Yes | Very Bad | Much Qty | 9 | |
| b) Damage to crates or ties? | Yes | Very Bad | Much Qty | 9 | |
| C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
| a) Slope getting washed out? | Yes | Very Bad | Much Qty | 9 | |
| b) Settlement? | Yes | Very Bad | Much Qty | 9 | |
| 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? | Yes | Very Bad | Much Qty | 9 | |
| 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? | NO Problem | -- | -- | 0 | |
| d) Erosion of surface? | Yes | Very Bad | Much Qty | 9 | |
| e) Corrosion of reinforcement? | Not Accessible | -- | -- | -- | |
End of Report