ID :1353
Steei Girder Pedestrain Bridge over Khoonigad in km 8.500
on Chainage 8.500 of Chatwapipal Pokhari bridle road
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 | Not Much Qty | 1 | |
d) Blocked or damaged deck drains? | NO Problem | -- | -- | 0 | |
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 | Much Qty | 3 | |
d) Poor concrete? | Yes | Not So Bad | Much Qty | 3 | |
e) Wear of surface due to small stones? | Yes | Bad | Not Much Qty | 4 | |
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 | Much Qty | 3 | |
b) Loose or damaged fixings? | Yes | Bad | Some Qty | 5 | |
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 | Not Much Qty | 4 | |
f) Cracking on Masonary Parapets? | Yes | Bad | Much Qty | 6 | |
g) Movement or bending of parapet? | Yes | Very Bad | Not Much Qty | 7 | |
h) Poor pointing/ Plaster on parapet? | Yes | Bad | Some Qty | 5 | |
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? | NO Problem | -- | -- | 0 | |
b) Debris or vegetation in joint? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Loose or damaged fixtures? | Yes | Not So Bad | Some Qty | 2 | |
d) Damage or corrosion to metal parts? | Yes | Not So Bad | Some Qty | 2 | |
e) Damage to rubber waterseals? | Yes | Not So Bad | Some Qty | 2 | |
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 | Some Qty | 2 | |
c) Fencing or buildings under bridge? | Yes | Not So Bad | Much Qty | 3 | |
d) Trees or bushes.growing under bridge? | Yes | Bad | Not Much Qty | 4 | |
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 | Much Qty | 3 | |
C- RIVER TRAINING WORKS | |||||
a) River attack beyond the upstream end of river training works? | Yes | Not So Bad | Much Qty | 3 | |
b) Damage to walls? | Yes | Not So Bad | Much Qty | 3 | |
c) Loss of pitching? | Yes | Not So Bad | Much Qty | 3 | |
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 | Much Qty | 3 | |
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 | Not Much Qty | 1 | |
CONCRETE BEAMS | |||||
a) Cracking? | Yes | Not So Bad | Much Qty | 3 | |
b) Spalling? | Yes | Not So Bad | Some Qty | 2 | |
c) Corrosion of reinforcement? | Yes | Not So Bad | Much Qty | 3 | |
d) Poor concrete? | NO Problem | -- | -- | 0 | |
CONCRETE UNDERSIDE OF DECK | |||||
a) Cracking? | Yes | Not So Bad | Much Qty | 3 | |
b) Spalling? | Yes | Not So Bad | Some Qty | 2 | |
c) Reinforcement corrosion? | Yes | Not So Bad | Some Qty | 2 | |
d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
e) Less cover to reinforcement? | Yes | Not So Bad | Some Qty | 2 | |
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 | Not Much Qty | 1 | |
d) Debris against abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | Yes | Not So Bad | Some Qty | 2 | |
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 | Much Qty | 3 | |
b) Weepholes not working? | Yes | Not So Bad | Some Qty | 2 | |
c) Water leaking through the abutment? | Yes | Not So Bad | Some Qty | 2 | |
C- CONCRETE WALLS | |||||
a) Cracking? | Yes | Not So Bad | Some Qty | 2 | |
b) Spalling? | NO Problem | -- | -- | 0 | |
c) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 | |
d) Poor concrete? | Yes | Not So Bad | Some Qty | 2 | |
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? | Yes | Not So Bad | Much Qty | 3 | |
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 | 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 | Not Much Qty | 1 | |
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 | Some Qty | 2 | |
b) Damage to foundation? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Movement of abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Debris against abutment? | NO Problem | -- | -- | 0 | |
e) Vegetation growing on-or in abutment? | NO Problem | -- | -- | 0 | |
f) Scour near to retaining walls? | NO Problem | -- | -- | 0 | |
g) Movement of retaining walls? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | 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? | 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? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Erosion of fill? | NO Problem | -- | -- | 0 | |
d) Cracking of road or embankment edge? | Yes | Not So Bad | Much Qty | 3 | |
e) Piping failure of fill? | NO Problem | -- | -- | 0 | |
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 | Not Much Qty | 1 | |
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? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | |
10 | RIVER BED Component Weightage 10 | ||||
A- BED PROTECTION AND APRONS | |||||
a) Large holes in the river bed? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Loss of material | NO Problem | -- | -- | 0 | |
c) Crates broken away from pier or abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Damage to wires or ties? | NO Problem | -- | -- | 0 | |
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? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Erosion of surface? | Yes | Not So Bad | Some Qty | 2 | |
e) Corrosion of reinforcement? | NO Problem | -- | -- | 0 |
End of Report