ID :1357
R.C.C Bridle Bridge Over Malkoti Gad near Village Sera
on Chainage 3.400 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 | Much Qty | 3 | |
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? | Yes | Not So Bad | Much Qty | 3 | |
d) Blocked or damaged deck drains? | Yes | Not So Bad | Much Qty | 3 | |
C- WEARING COAT | |||||
CONCRETE WEARING COURSE | |||||
a) Cracking? | Yes | Not So Bad | Much Qty | 3 | |
b) Spalling? | Yes | Not So Bad | Much Qty | 3 | |
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 | 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? | Not Accessible | -- | -- | -- | |
b) Loose or damaged fixings? | Not Accessible | -- | -- | -- | |
c) Loose base of posts? | Not Accessible | -- | -- | -- | |
d) Damaged coatirig or paint on steel surface? | Not Accessible | -- | -- | -- | |
e) Corrosion on steel surface? | Not Accessible | -- | -- | -- | |
f) Cracking on Masonary Parapets? | Not Accessible | -- | -- | -- | |
g) Movement or bending of parapet? | Not Accessible | -- | -- | -- | |
h) Poor pointing/ Plaster on parapet? | Not Accessible | -- | -- | -- | |
i) Deterioration of bricks or stones? | Not Accessible | -- | -- | -- | |
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? | 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 | Not So Bad | Some Qty | 2 | |
b) Remains of old bridge under or upstream of the bridge? | Yes | Not So Bad | Much Qty | 3 | |
c) Fencing or buildings under bridge? | Yes | Bad | Not Much Qty | 4 | |
d) Trees or bushes.growing under bridge? | Yes | Not So Bad | Much Qty | 3 | |
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 | Bad | Not Much Qty | 4 | |
C- RIVER TRAINING WORKS | |||||
a) River attack beyond the upstream end of river training works? | Yes | Bad | Not Much Qty | 4 | |
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.? | Yes | Bad | Not Much Qty | 4 | |
e) Damage to trees? | Yes | Bad | Not Much Qty | 4 | |
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 | Bad | Not Much Qty | 4 | |
e) Not enough vertical & horizontal clearances? | Yes | Not So Bad | Much Qty | 3 | |
CONCRETE BEAMS | |||||
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 | Bad | Not Much Qty | 4 | |
CONCRETE UNDERSIDE OF DECK | |||||
a) Cracking? | Yes | Bad | Not Much Qty | 4 | |
b) Spalling? | Yes | Bad | Some Qty | 5 | |
c) Reinforcement corrosion? | Yes | Bad | Some Qty | 5 | |
d) Poor concrete? | Yes | Bad | Not Much Qty | 4 | |
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 | Much Qty | 3 | |
b) Damage to foundation? | Yes | Not So Bad | Much Qty | 3 | |
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 | Some Qty | 2 | |
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 | 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? | Yes | Not So Bad | Some Qty | 2 | |
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 | Some Qty | 2 | |
d) Poor concrete? | Yes | Not So Bad | Much Qty | 3 | |
D- MASONRY WALLS | |||||
a) Cracking? | Yes | Not So Bad | Much Qty | 3 | |
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 | Some Qty | 2 | |
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 | Much Qty | 3 | |
c) Erosion of fill? | Yes | Not So Bad | Much Qty | 3 | |
d) Cracking of road or embankment edge? | Yes | Not So Bad | Much Qty | 3 | |
e) Piping failure of fill? | Yes | Not So Bad | Much Qty | 3 | |
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 | 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 | Some Qty | 2 | |
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? | Yes | Not So Bad | Much Qty | 3 | |
C- CONCRETE WALLS | |||||
a) Cracking? | Yes | Not So Bad | Much Qty | 3 | |
b) Spalling? | Yes | Not So Bad | Much Qty | 3 | |
c) Corrosion of reinforcement? | Yes | Not So Bad | Much Qty | 3 | |
d) Poor concrete? | Yes | Not So Bad | Much Qty | 3 | |
D- MASONRY WALLS | |||||
a) Cracking? | Yes | Bad | Not Much Qty | 4 | |
b) Bulging? | Yes | Bad | Not Much Qty | 4 | |
c) Poor pointing? | Yes | Not So Bad | Much Qty | 3 | |
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 | Much Qty | 3 | |
b) Slippage of fill? | Yes | Not So Bad | Much Qty | 3 | |
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? | Yes | Not So Bad | Much Qty | 3 | |
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 | Some Qty | 2 | |
c) Scour or erosion at edge? | Yes | Not So Bad | Some Qty | 2 | |
d) Pieces broken off? | Yes | Not So Bad | Some Qty | 2 | |
e) Piping failure of fill? | Yes | Not So Bad | Some Qty | 2 | |
B- SLOPE PROTECTION WITH CRATES | |||||
a) Not much movement of crates? | Not Applicable | -- | -- | -- | |
b) Damage to crates or ties? | Not Applicable | -- | -- | -- | |
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
a) Slope getting washed out? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Settlement? | Yes | Not So Bad | Some Qty | 2 | |
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 | Some Qty | 2 | |
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? | 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 | Not Much Qty | 1 | |
d) Erosion of surface? | NO Problem | -- | -- | 0 | |
e) Corrosion of reinforcement? | Yes | Not So Bad | Some Qty | 2 |
End of Report