ID :3039
R.C.C Bridle Bridge over Siwai Gadhera in village Kandai
on Chainage 0.500 of road unknown
In District Chamoli Under CD Pokhari Division
Critical Report on Bridge Condition
Form Filled By ANKIT SINGH [42270313M02425]
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 | Not Much Qty | 1 | |
b) Blocked or damaged road drains? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Water on the deck? | Yes | Not So Bad | Some Qty | 2 | |
d) Blocked or damaged deck drains? | Yes | Not So Bad | Some Qty | 2 | |
C- WEARING COAT | |||||
CONCRETE WEARING COURSE | |||||
a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
b) Spalling? | Yes | Not So Bad | Much Qty | 3 | |
c) Reinforcement exposed? | Yes | Not So Bad | Some Qty | 2 | |
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? | NO Problem | -- | -- | 0 | |
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 | Much Qty | 3 | |
c) Loose base of posts? | NO Problem | -- | -- | 0 | |
d) Damaged coatirig or paint on steel surface? | Yes | Not So Bad | Some Qty | 2 | |
e) Corrosion on steel surface? | Not Applicable | -- | -- | -- | |
f) Cracking on Masonary Parapets? | Yes | Not So Bad | Not Much Qty | 1 | |
g) Movement or bending of parapet? | Yes | Not So Bad | Some Qty | 2 | |
h) Poor pointing/ Plaster on parapet? | NO Problem | -- | -- | 0 | |
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? | Not Applicable | -- | -- | -- | |
b) Debris or vegetation in joint? | Not Applicable | -- | -- | -- | |
c) Loose or damaged fixtures? | NO Problem | -- | -- | 0 | |
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 | Not Much Qty | 1 | |
b) Remains of old bridge under or upstream of the bridge? | Yes | Not So Bad | Some Qty | 2 | |
c) Fencing or buildings under bridge? | Yes | Not So Bad | Some Qty | 2 | |
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? | Yes | Not So Bad | Much Qty | 3 | |
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.? | NO Problem | -- | -- | 0 | |
e) Damage to trees? | NO Problem | -- | -- | 0 | |
5 | SUPERSTRUCTURE Component Weightage 60 | ||||
CONCRETE | |||||
General | |||||
a) Impact damage to girders, trusses or bracings? | Yes | Not So Bad | Some Qty | 2 | |
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 | Not So Bad | Some Qty | 2 | |
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Not So Bad | Much Qty | 3 | |
e) Not enough vertical & horizontal clearances? | Yes | Not So Bad | Some Qty | 2 | |
CONCRETE BEAMS | |||||
a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
b) Spalling? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
d) Poor concrete? | NO Problem | -- | -- | 0 | |
CONCRETE UNDERSIDE OF DECK | |||||
a) Cracking? | NO Problem | -- | -- | 0 | |
b) Spalling? | NO Problem | -- | -- | 0 | |
c) Reinforcement corrosion? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
e) Less cover to reinforcement? | NO Problem | -- | -- | 0 | |
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 | 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 | Not Much Qty | 1 | |
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 | Some Qty | 2 | |
B- DRAINAGE SYSTEM | |||||
a) Not enough weepholes? | Yes | Not So Bad | Some Qty | 2 | |
b) Weepholes not working? | Yes | Not So Bad | Some Qty | 2 | |
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 | Much Qty | 3 | |
c) Corrosion of reinforcement? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Poor concrete? | NO Problem | -- | -- | 0 | |
D- MASONRY WALLS | |||||
a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
b) Bulging? | Yes | Not So Bad | Some Qty | 2 | |
c) Poor pointing? | Yes | Not So Bad | Some Qty | 2 | |
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 | 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 | Much Qty | 3 | |
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 | Some Qty | 2 | |
f) Scour near to retaining walls? | Yes | Not So Bad | Some Qty | 2 | |
g) Movement of retaining walls? | Yes | Not So Bad | Some Qty | 2 | |
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 | Some Qty | 2 | |
c) Water leaking through the abutment? | NO Problem | -- | -- | 0 | |
C- CONCRETE WALLS | |||||
a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
b) Spalling? | NO Problem | -- | -- | 0 | |
c) Corrosion of reinforcement? | NO Problem | -- | -- | 0 | |
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 | Some Qty | 2 | |
c) Poor pointing? | Yes | Not So Bad | Some Qty | 2 | |
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 | Much Qty | 3 | |
b) Slippage of fill? | Yes | Not So Bad | Some Qty | 2 | |
c) Erosion of fill? | Yes | Not So Bad | Much Qty | 3 | |
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? | Yes | Not So Bad | Some Qty | 2 | |
b) Poor pointing? | Yes | Not So Bad | Much Qty | 3 | |
c) Scour or erosion at edge? | Yes | Not So Bad | Some Qty | 2 | |
d) Pieces broken off? | Yes | Not So Bad | Much Qty | 3 | |
e) Piping failure of fill? | Yes | Not So Bad | Some Qty | 2 | |
B- SLOPE PROTECTION WITH CRATES | |||||
a) Not much movement of crates? | Yes | Not So Bad | Much Qty | 3 | |
b) Damage to crates or ties? | Yes | Not So Bad | Some Qty | 2 | |
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
a) Slope getting washed out? | Yes | Not So Bad | Much Qty | 3 | |
b) Settlement? | NO Problem | -- | -- | 0 | |
10 | RIVER BED Component Weightage 10 | ||||
A- BED PROTECTION AND APRONS | |||||
a) Large holes in the river bed? | Yes | Not So Bad | Some Qty | 2 | |
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 | Much Qty | 3 | |
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 | Some Qty | 2 | |
c) Spalling or stones missing? | Yes | Not So Bad | Much Qty | 3 | |
d) Erosion of surface? | NO Problem | -- | -- | 0 | |
e) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 |
End of Report