on Chainage 132.354 of Gangolihat, Berinag, Chaukori, Kanda, Bagheshwar, Takula and terminating at its junction with new NH No. 109 near Almora national highway
In District Champawat Under NH Ranikhet Division
Critical Report on Bridge Condition
Form Filled By Pooran Puri [360023342]
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? | NO Problem | -- | -- | 0 | |
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? | 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? | Yes | Not So Bad | Not Much Qty | 1 | |
a) Damaged or loose kerbs? | Yes | Not So Bad | Not Much Qty | 1 | |
2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
a) Impact damaged? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Loose or damaged fixings? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Loose base of posts? | NO Problem | -- | -- | 0 | |
d) Damaged coatirig or paint on steel surface? | NO Problem | -- | -- | 0 | |
e) Corrosion on steel surface? | Yes | Not So Bad | Not Much Qty | 1 | |
f) Cracking on Masonary Parapets? | NO Problem | -- | -- | 0 | |
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? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Debris or vegetation in joint? | NO Problem | -- | -- | 0 | |
c) Loose or damaged fixtures? | NO Problem | -- | -- | 0 | |
d) Damage or corrosion to metal parts? | Yes | Not So Bad | Not Much Qty | 1 | |
e) Damage to rubber waterseals? | NO Problem | -- | -- | 0 | |
4 | RIVER Component Weightage 10 | ||||
A- BLOCKAGES IN WATERWAY | |||||
a) Debris against piers or abutments? | NO Problem | -- | -- | 0 | |
b) Remains of old bridge under or upstream of the bridge? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
b) Damage to walls? | Yes | Not So Bad | Not Much Qty | 1 | |
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 | ||||
STEEL GIRDERS | |||||
General | |||||
a) Impact damage to girders, trusses or bracings? | NO Problem | -- | -- | 0 | |
b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | NO Problem | -- | -- | 0 | |
e) Not enough vertical & horizontal clearances? | NO Problem | -- | -- | 0 | |
STEEL GIRDERS AND BRACINGS | |||||
a) Deterioration of paint or galvanising | NO Problem | -- | -- | 0 | |
b) Corrosion? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Bends in webs, flanges, stiffeners or bracings? | NO Problem | -- | -- | 0 | |
d) Loose bolts or rivets? | NO Problem | -- | -- | 0 | |
e) Cracking? | NO Problem | -- | -- | 0 | |
STEEL UNDERSIDE OF DECK | |||||
a) Deterioration of paint or galvanising? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Corrosion? | NO Problem | -- | -- | 0 | |
c) Bends in stringers or plates? | NO Problem | -- | -- | 0 | |
d) Loose bolts or rivets? | Yes | Not So Bad | Not Much Qty | 1 | |
e) Cracking? | NO Problem | -- | -- | 0 | |
6 | BEARINGS Component Weightage 10 | ||||
METAL BEARINGS | |||||
a) Debris or vegetation around bearings? | NO Problem | -- | -- | 0 | |
b) Bad drainage? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Not enough room for the bridge span to move? | Yes | Not So Bad | Not Much Qty | 1 | |
d) Bearing not seated properly? | NO Problem | -- | -- | 0 | |
e) Bridge span not seated properly on bearing? | NO Problem | -- | -- | 0 | |
f) Damaged bedding mortar? | NO Problem | -- | -- | 0 | |
g) Damaged or loose earthquake restraints? | NO Problem | -- | -- | 0 | |
METAL BEARINGS | |||||
a) Parts not properly seated? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Parts not free to move? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Problem with the lubrication system? | NO Problem | -- | -- | 0 | |
d) Sliding surfaces damaged? | Yes | Not So Bad | Not Much Qty | 1 | |
e) Cracks or bends in metal parts/ Bearing? | NO Problem | -- | -- | 0 | |
f) Corrosion of metal parts? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
d) Debris against abutment? | NO Problem | -- | -- | 0 | |
e) Vegetation growing on-or in abutment? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | 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? | 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? | NO Problem | -- | -- | 0 | |
b) Slippage of fill? | NO Problem | -- | -- | 0 | |
c) Erosion of fill? | NO Problem | -- | -- | 0 | |
d) Cracking of road or embankment edge? | Yes | Not So Bad | Not Much Qty | 1 | |
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? | Yes | Not So Bad | Not Much Qty | 1 | |
c) Movement of abutment? | NO Problem | -- | -- | 0 | |
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? | 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? | Yes | Not So Bad | Not Much Qty | 1 | |
b) Poor pointing? | NO Problem | -- | -- | 0 | |
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? | NO Problem | -- | -- | 0 | |
b) Damage to crates or ties? | NO Problem | -- | -- | 0 | |
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS | |||||
a) Slope getting washed out? | NO Problem | -- | -- | 0 | |
b) Settlement? | NO Problem | -- | -- | 0 | |
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