ID :3098
R.C.C Bridle Bridge near village Bhikona's Panchpuliya Tok.
on Chainage 1.000 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 | Some Qty | 2 | |
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 | Not Much Qty | 1 | |
d) Blocked or damaged deck drains? | Yes | Not So Bad | Not Much Qty | 1 | |
C- WEARING COAT | |||||
CONCRETE WEARING COURSE | |||||
a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Spalling? | Yes | Not So Bad | Some Qty | 2 | |
c) Reinforcement exposed? | Yes | Not So Bad | Some Qty | 2 | |
d) Poor concrete? | Yes | Not So Bad | Not Much Qty | 1 | |
e) Wear of surface due to small stones? | Yes | Not So Bad | Some Qty | 2 | |
D- KERBS & FOOTPATHS | |||||
a) Loose railing fixtures? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | Some Qty | 2 | |
c) Loose base of posts? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Damaged coatirig or paint on steel surface? | Yes | Not So Bad | Some Qty | 2 | |
e) Corrosion on steel surface? | Yes | Not So Bad | Some Qty | 2 | |
f) Cracking on Masonary Parapets? | Yes | Not So Bad | Not Much Qty | 1 | |
g) Movement or bending of parapet? | Yes | Not So Bad | Not Much Qty | 1 | |
h) Poor pointing/ Plaster on parapet? | Yes | Not So Bad | Some Qty | 2 | |
i) Deterioration of bricks or stones? | Yes | Not So Bad | Some Qty | 2 | |
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? | Not Applicable | -- | -- | -- | |
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 | Some Qty | 2 | |
b) Remains of old bridge under or upstream of the bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Fencing or buildings under bridge? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | Yes | Not So Bad | Some Qty | 2 | |
C- RIVER TRAINING WORKS | |||||
a) River attack beyond the upstream end of river training works? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Damage to walls? | Yes | Not So Bad | Some Qty | 2 | |
c) Loss of pitching? | Yes | Not So Bad | Some Qty | 2 | |
d) Damage to crates, timber, fencing, etc.? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | Not Much Qty | 1 | |
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 | Not Much Qty | 1 | |
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | Yes | Not So Bad | Some Qty | 2 | |
d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
CONCRETE UNDERSIDE OF DECK | |||||
a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Spalling? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Reinforcement corrosion? | Yes | Not So Bad | Some Qty | 2 | |
d) Poor concrete? | Yes | Not So Bad | Not Much Qty | 1 | |
e) Less cover to reinforcement? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | Not Much Qty | 1 | |
b) Damage to foundation? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | Not Much Qty | 1 | |
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 | Not So Bad | Not Much Qty | 1 | |
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 | Some Qty | 2 | |
C- CONCRETE WALLS | |||||
a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Spalling? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | NO Problem | -- | -- | 0 | |
c) Poor pointing? | Yes | Not So Bad | Some Qty | 2 | |
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 | Some Qty | 2 | |
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 | Not Much Qty | 1 | |
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 | 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? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
C- CONCRETE WALLS | |||||
a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Spalling? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | NO Problem | -- | -- | 0 | |
c) Poor pointing? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Cracking of road or embankment edge? | Yes | Not So Bad | Much Qty | 3 | |
e) Piping failure of fill? | Yes | Not So Bad | Some Qty | 2 | |
9 | Embankments Component Weightage 10 | ||||
A- STONE PITCHING SLOPE PROTECTION | |||||
a) Cracking? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Poor pointing? | Yes | Not So Bad | Some Qty | 2 | |
c) Scour or erosion at edge? | Yes | Not So Bad | Much Qty | 3 | |
d) Pieces broken off? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | Some Qty | 2 | |
b) Damage to crates or ties? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | |
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 | 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 | Some Qty | 2 | |
b) Cracking? | NO Problem | -- | -- | 0 | |
c) Spalling or stones missing? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Erosion of surface? | NO Problem | -- | -- | 0 | |
e) Corrosion of reinforcement? | NO Problem | -- | -- | 0 |
End of Report