ID :2596
Ghuyan ghatti Near Saur village Steel truss pesdestrain brigde
on Chainage 5.375 of road unknown
In District Uttarkashi Under CD Purola Division
Critical Report on Bridge Condition
Form Filled By Ravindra Chauhan [SJE101]
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 | Very Bad | Much Qty | 9 | |
B- DRAINAGE | |||||
a) Badly built road drainage near bridge? | Yes | Very Bad | Much Qty | 9 | |
b) Blocked or damaged road drains? | Not Accessible | -- | -- | -- | |
c) Water on the deck? | Not Accessible | -- | -- | -- | |
d) Blocked or damaged deck drains? | Not Accessible | -- | -- | -- | |
C- WEARING COAT | |||||
NOT APPLICABLE | |||||
D- KERBS & FOOTPATHS | |||||
a) Loose railing fixtures? | Yes | Very Bad | Much Qty | 9 | |
a) Damaged or loose kerbs? | Not Accessible | -- | -- | -- | |
2 | PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10 | ||||
a) Impact damaged? | Not Accessible | -- | -- | -- | |
b) Loose or damaged fixings? | Yes | Very Bad | Some Qty | 8 | |
c) Loose base of posts? | Yes | Very Bad | Much Qty | 9 | |
d) Damaged coatirig or paint on steel surface? | Yes | Very Bad | Much Qty | 9 | |
e) Corrosion on steel surface? | Yes | Very Bad | Much Qty | 9 | |
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 Accessible | -- | -- | -- | |
b) Debris or vegetation in joint? | Yes | Very Bad | Much Qty | 9 | |
c) Loose or damaged fixtures? | Yes | Bad | Some Qty | 5 | |
d) Damage or corrosion to metal parts? | Yes | Very Bad | Some Qty | 8 | |
e) Damage to rubber waterseals? | Not Accessible | -- | -- | -- | |
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? | Not Applicable | -- | -- | -- | |
d) Trees or bushes.growing under bridge? | NO Problem | -- | -- | 0 | |
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 Accessible | -- | -- | -- | |
b) Damage to walls? | Not Accessible | -- | -- | -- | |
c) Loss of pitching? | Not Accessible | -- | -- | -- | |
d) Damage to crates, timber, fencing, etc.? | Not Accessible | -- | -- | -- | |
e) Damage to trees? | Not Accessible | -- | -- | -- | |
5 | SUPERSTRUCTURE Component Weightage 60 | ||||
STEEL TRUSSES | |||||
General | |||||
a) Impact damage to girders, trusses or bracings? | Yes | Bad | Some Qty | 5 | |
b) Debris or vegetation on beams, girders, trusses bracings or joints? | Yes | Bad | Much Qty | 6 | |
c) Water coming through the deck? | NO Problem | -- | -- | 0 | |
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 TRUSSES | |||||
a) Deterioration of paint or galvanising? | Yes | Very Bad | Much Qty | 9 | |
b) Corrosion? | Yes | Very Bad | Much Qty | 9 | |
c) Bends in members? | Not Accessible | -- | -- | -- | |
d) Bent or damaged joints? | Yes | Bad | Some Qty | 5 | |
e) Bent or damaged bracing? | NO Problem | -- | -- | 0 | |
f) Loose bolts or rivets? | Not Accessible | -- | -- | -- | |
g) Cracking of steel members? | Not Accessible | -- | -- | -- | |
STEEL UNDERSIDE OF DECK | |||||
a) Deterioration of paint or galvanising? | Yes | Very Bad | Much Qty | 9 | |
b) Corrosion? | Yes | Very Bad | Much Qty | 9 | |
c) Bends in stringers or plates? | NO Problem | -- | -- | 0 | |
d) Loose bolts or rivets? | Not Accessible | -- | -- | -- | |
e) Cracking? | Not Accessible | -- | -- | -- | |
6 | BEARINGS Component Weightage 10 | ||||
METAL BEARINGS | |||||
a) Debris or vegetation around bearings? | Yes | Very Bad | Some Qty | 8 | |
b) Bad drainage? | NO Problem | -- | -- | 0 | |
c) Not enough room for the bridge span to move? | Not Accessible | -- | -- | -- | |
d) Bearing not seated properly? | Not Accessible | -- | -- | -- | |
e) Bridge span not seated properly on bearing? | Not Accessible | -- | -- | -- | |
f) Damaged bedding mortar? | Not Accessible | -- | -- | -- | |
g) Damaged or loose earthquake restraints? | Not Accessible | -- | -- | -- | |
METAL BEARINGS | |||||
a) Parts not properly seated? | Not Accessible | -- | -- | -- | |
b) Parts not free to move? | Not Accessible | -- | -- | -- | |
c) Problem with the lubrication system? | Not Accessible | -- | -- | -- | |
d) Sliding surfaces damaged? | NO Problem | -- | -- | 0 | |
e) Cracks or bends in metal parts/ Bearing? | Not Accessible | -- | -- | -- | |
f) Corrosion of metal parts? | Not Accessible | -- | -- | -- | |
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? | NO Problem | -- | -- | 0 | |
e) Vegetation growing on-or in abutment? | Yes | Very Bad | Much Qty | 9 | |
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? | Not Accessible | -- | -- | -- | |
b) Weepholes not working? | Not Accessible | -- | -- | -- | |
c) Water leaking through the abutment? | Not Accessible | -- | -- | -- | |
C- CONCRETE WALLS | |||||
a) Cracking? | Not Applicable | -- | -- | -- | |
b) Spalling? | Not Applicable | -- | -- | -- | |
c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
d) Poor concrete? | Not Applicable | -- | -- | -- | |
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? | Not Accessible | -- | -- | -- | |
b) Slippage of fill? | Not Accessible | -- | -- | -- | |
c) Erosion of fill? | Not Accessible | -- | -- | -- | |
d) Cracking of road or embankment edge? | Not Accessible | -- | -- | -- | |
e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
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? | NO Problem | -- | -- | 0 | |
e) Vegetation growing on-or in abutment? | Yes | Very Bad | Much Qty | 9 | |
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? | Not Applicable | -- | -- | -- | |
b) Spalling? | Not Applicable | -- | -- | -- | |
c) Corrosion of reinforcement? | Not Applicable | -- | -- | -- | |
d) Poor concrete? | Not Applicable | -- | -- | -- | |
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? | Not Accessible | -- | -- | -- | |
b) Slippage of fill? | Not Accessible | -- | -- | -- | |
c) Erosion of fill? | Not Accessible | -- | -- | -- | |
d) Cracking of road or embankment edge? | Not Accessible | -- | -- | -- | |
e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
9 | Embankments Component Weightage 10 | ||||
A- STONE PITCHING SLOPE PROTECTION | |||||
a) Cracking? | Not Accessible | -- | -- | -- | |
b) Poor pointing? | Not Accessible | -- | -- | -- | |
c) Scour or erosion at edge? | Not Accessible | -- | -- | -- | |
d) Pieces broken off? | Not Accessible | -- | -- | -- | |
e) Piping failure of fill? | Not Accessible | -- | -- | -- | |
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? | Not Applicable | -- | -- | -- | |
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? | Not Applicable | -- | -- | -- | |
b) Cracking? | Not Applicable | -- | -- | -- | |
c) Spalling or stones missing? | Not Applicable | -- | -- | -- | |
d) Erosion of surface? | Not Applicable | -- | -- | -- | |
e) Corrosion of reinforcement? | Not Applicable | -- | -- | -- |
End of Report