on Chainage 17.470 of Sardarnagar Bajpur Keshowala Bannakhera Bailpadav Kotabag Kaladungi state highway
In District Udham Singh Nagar Under CD Kashipur Division
Critical Report on Bridge Condition
Form Filled By Rajesh Paintola [42270313M00330]
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? | NO Problem | -- | -- | 0 | |
B- DRAINAGE | |||||
a) Badly built road drainage near bridge? | Yes | Bad | Not Much Qty | 4 | |
b) Blocked or damaged road drains? | Yes | Bad | Not Much Qty | 4 | |
c) Water on the deck? | NO Problem | -- | -- | 0 | |
d) Blocked or damaged deck drains? | NO Problem | -- | -- | 0 | |
C- WEARING COAT | |||||
BITUMEN WEARING COURSE | |||||
a) Surface breaking up or lifting off? | NO Problem | -- | -- | 0 | |
b) Cracking above joints ? | Yes | Bad | Not Much Qty | 4 | |
D- KERBS & FOOTPATHS | |||||
a) Loose railing fixtures? | Yes | Not So Bad | Some Qty | 2 | |
a) Damaged or loose kerbs? | Yes | Not So Bad | Much Qty | 3 | |
2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
a) Impact damaged? | Yes | Bad | Much Qty | 6 | |
b) Loose or damaged fixings? | Yes | Bad | Much Qty | 6 | |
c) Loose base of posts? | Yes | Bad | Some Qty | 5 | |
d) Damaged coatirig or paint on steel surface? | Yes | Bad | Much Qty | 6 | |
e) Corrosion on steel surface? | Yes | Bad | Much Qty | 6 | |
f) Cracking on Masonary Parapets? | NO Problem | -- | -- | 0 | |
g) Movement or bending of parapet? | NO Problem | -- | -- | 0 | |
h) Poor pointing/ Plaster on parapet? | Yes | Not So Bad | Much Qty | 3 | |
i) Deterioration of bricks or stones? | Yes | Bad | Some Qty | 5 | |
3 | EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10 | ||||
a) Damage to concrete of deck end or dirt wall near joint? | Yes | Bad | Some Qty | 5 | |
b) Debris or vegetation in joint? | Yes | Bad | Not Much Qty | 4 | |
c) Loose or damaged fixtures? | Yes | Bad | Not Much Qty | 4 | |
d) Damage or corrosion to metal parts? | NO Problem | -- | -- | 0 | |
e) Damage to rubber waterseals? | NO Problem | -- | -- | 0 | |
4 | RIVER Component Weightage 10 | ||||
A- BLOCKAGES IN WATERWAY | |||||
a) Debris against piers or abutments? | Yes | Not So Bad | Much Qty | 3 | |
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 | Much Qty | 3 | |
b) New islands forming upstream of bridge? | Yes | Not So Bad | Some Qty | 2 | |
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? | Yes | Bad | Not Much Qty | 4 | |
d) Damage to crates, timber, fencing, etc.? | Yes | Not So Bad | Much Qty | 3 | |
e) Damage to trees? | Yes | Not So Bad | Much Qty | 3 | |
5 | SUPERSTRUCTURE Component Weightage 60 | ||||
CONCRETE | |||||
General | |||||
a) Impact damage to girders, trusses or bracings? | Yes | Not So Bad | Much Qty | 3 | |
b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Not So Bad | Much Qty | 3 | |
c) Water coming through the deck? | Yes | Not So Bad | Some Qty | 2 | |
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | NO Problem | -- | -- | 0 | |
e) Not enough vertical & horizontal clearances? | Yes | Bad | Much Qty | 6 | |
CONCRETE BEAMS | |||||
a) Cracking? | Yes | Bad | Not Much Qty | 4 | |
b) Spalling? | Yes | Not So Bad | Much Qty | 3 | |
c) Corrosion of reinforcement? | Yes | Bad | Not Much Qty | 4 | |
d) Poor concrete? | Yes | Bad | Not Much Qty | 4 | |
CONCRETE UNDERSIDE OF DECK | |||||
a) Cracking? | Yes | Bad | Not Much Qty | 4 | |
b) Spalling? | Yes | Not So Bad | Much Qty | 3 | |
c) Reinforcement corrosion? | Yes | Bad | Not Much Qty | 4 | |
d) Poor concrete? | Yes | Not So Bad | Much Qty | 3 | |
e) Less cover to reinforcement? | Yes | Bad | Not Much Qty | 4 | |
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 | 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 | Much Qty | 3 | |
d) Debris against abutment? | Yes | Not So Bad | Much Qty | 3 | |
e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Much Qty | 3 | |
f) Scour near to retaining walls? | Yes | Not So Bad | Much Qty | 3 | |
g) Movement of retaining walls? | Yes | Not So Bad | Much Qty | 3 | |
h) Water leaking down through the expansion joint? | Yes | Not So Bad | Much Qty | 3 | |
B- DRAINAGE SYSTEM | |||||
a) Not enough weepholes? | Yes | Not So Bad | Some Qty | 2 | |
b) Weepholes not working? | Yes | Not So Bad | Much Qty | 3 | |
c) Water leaking through the abutment? | NO Problem | -- | -- | 0 | |
C- CONCRETE WALLS | |||||
a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
b) Spalling? | Yes | Not So Bad | Some Qty | 2 | |
c) Corrosion of reinforcement? | Yes | Not So Bad | Much Qty | 3 | |
d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
D- MASONRY WALLS | |||||
a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
b) Bulging? | NO Problem | -- | -- | 0 | |
c) Poor pointing? | NO Problem | -- | -- | 0 | |
d) Deterioration of bricks or stones? | Yes | Not So Bad | Some Qty | 2 | |
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT | |||||
a) Scour at base of slopes? | NO Problem | -- | -- | 0 | |
b) Slippage of fill? | Yes | Not So Bad | Some Qty | 2 | |
c) Erosion of fill? | Yes | Not So Bad | Some Qty | 2 | |
d) Cracking of road or embankment edge? | Yes | Not So Bad | Much Qty | 3 | |
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 | Much Qty | 3 | |
b) Damage to foundation? | Yes | Not So Bad | Some Qty | 2 | |
c) Movement of abutment? | Yes | Not So Bad | Some Qty | 2 | |
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 | Much Qty | 3 | |
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 | Not So Bad | Much Qty | 3 | |
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? | NO Problem | -- | -- | 0 | |
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 | |
9 | 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? | NO Problem | -- | -- | 0 | |
b) Settlement? | NO Problem | -- | -- | 0 | |
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 | Yes | Not So Bad | Some Qty | 2 | |
c) Crates broken away from pier or abutment? | Yes | Not So Bad | Much Qty | 3 | |
d) Damage to wires or ties? | Yes | Not So Bad | Some Qty | 2 | |
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 |
End of Report