on Chainage 38.800 of Dangoli Sailani Darimkhet Hadbar Pandrahpali Balighat Dofad Dhramghar Kotmanya Pankhu Thal Satsiling state highway
In District Bageshwar Under CD Kapkot Division
Critical Report on Bridge Condition
Form Filled By Jagdish Chandra Papney [42270313M01694]
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? | NO Problem | -- | -- | 0 | |
b) Blocked or damaged road drains? | NO Problem | -- | -- | 0 | |
c) Water on the deck? | NO Problem | -- | -- | 0 | |
d) Blocked or damaged deck drains? | NO Problem | -- | -- | 0 | |
C- WEARING COAT | |||||
CONCRETE WEARING COURSE | |||||
a) Cracking? | NO Problem | -- | -- | 0 | |
b) Spalling? | NO Problem | -- | -- | 0 | |
c) Reinforcement exposed? | NO Problem | -- | -- | 0 | |
d) Poor concrete? | NO Problem | -- | -- | 0 | |
e) Wear of surface due to small stones? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
b) Loose or damaged fixings? | NO Problem | -- | -- | 0 | |
c) Loose base of posts? | NO Problem | -- | -- | 0 | |
d) Damaged coatirig or paint on steel surface? | NO Problem | -- | -- | 0 | |
e) Corrosion on steel surface? | NO Problem | -- | -- | 0 | |
f) Cracking on Masonary Parapets? | NO Problem | -- | -- | 0 | |
g) Movement or bending of parapet? | NO Problem | -- | -- | 0 | |
h) Poor pointing/ Plaster on parapet? | NO Problem | -- | -- | 0 | |
i) Deterioration of bricks or stones? | NO Problem | -- | -- | 0 | |
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 | Not Much Qty | 1 | |
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? | Not Applicable | -- | -- | -- | |
c) Fencing or buildings under bridge? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
b) New islands forming upstream of bridge? | NO Problem | -- | -- | 0 | |
C- RIVER TRAINING WORKS | |||||
a) River attack beyond the upstream end of river training works? | Not Applicable | -- | -- | -- | |
b) Damage to walls? | Not Applicable | -- | -- | -- | |
c) Loss of pitching? | NO Problem | -- | -- | 0 | |
d) Damage to crates, timber, fencing, etc.? | Not Applicable | -- | -- | -- | |
e) Damage to trees? | Not Applicable | -- | -- | -- | |
5 | SUPERSTRUCTURE Component Weightage 60 | ||||
CONCRETE | |||||
General | |||||
a) Impact damage to girders, trusses or bracings? | Not Applicable | -- | -- | -- | |
b) Debris or vegetation on beams, girders, trusses bracings or joints? | Not Applicable | -- | -- | -- | |
c) Water coming through the deck? | Not Applicable | -- | -- | -- | |
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? | NO Problem | -- | -- | 0 | |
e) Not enough vertical & horizontal clearances? | Not Applicable | -- | -- | -- | |
CONCRETE BEAMS | |||||
a) Cracking? | NO Problem | -- | -- | 0 | |
b) Spalling? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
d) Poor concrete? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
b) Damage to foundation? | NO Problem | -- | -- | 0 | |
c) Movement of abutment? | NO Problem | -- | -- | 0 | |
d) Debris against abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
e) Vegetation growing on-or in abutment? | NO Problem | -- | -- | 0 | |
f) Scour near to retaining walls? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
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 | |
8 | Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10 | ||||
A- GENERAL | |||||
a) Erosion or scour at abutment? | NO Problem | -- | -- | 0 | |
b) Damage to foundation? | NO Problem | -- | -- | 0 | |
c) Movement of abutment? | NO Problem | -- | -- | 0 | |
d) Debris against abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
e) Vegetation growing on-or in abutment? | NO Problem | -- | -- | 0 | |
f) Scour near to retaining walls? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
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? | Not Applicable | -- | -- | -- | |
b) Poor pointing? | Not Applicable | -- | -- | -- | |
c) Scour or erosion at edge? | Not Applicable | -- | -- | -- | |
d) Pieces broken off? | NO Problem | -- | -- | 0 | |
e) Piping failure of fill? | Not Applicable | -- | -- | -- | |
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? | NO Problem | -- | -- | 0 | |
b) Settlement? | Not Applicable | -- | -- | -- | |
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 | NO Problem | -- | -- | 0 | |
c) Crates broken away from pier or abutment? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
d) Erosion of surface? | NO Problem | -- | -- | 0 | |
e) Corrosion of reinforcement? | NO Problem | -- | -- | 0 |
End of Report