ID :691 RCC Slabe Bridge at Jassari to Saijna Road Over Parveen River

on Chainage 2.000 of road unknown

In District Udham Singh Nagar Under CD Khatima Division


Critical Report on Bridge Condition

Form Filled By Ajeet Kumar Satsangi [42270313M01301]

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? Yes Very Bad Much Qty 9
c) Water on the deck? Not Applicable -- -- --
d) Blocked or damaged deck drains? Yes Bad Much Qty 6
C- WEARING COAT
NOT APPLICABLE
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Not Applicable -- -- --
a) Damaged or loose kerbs? Not Applicable -- -- --
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Bad Much Qty 6
b) Loose or damaged fixings? Not Applicable -- -- --
c) Loose base of posts? Yes Bad Much Qty 6
d) Damaged coatirig or paint on steel surface? Yes Bad Much Qty 6
e) Corrosion on steel surface? Not Accessible -- -- --
f) Cracking on Masonary Parapets? Yes Very Bad Much Qty 9
g) Movement or bending of parapet? Not Accessible -- -- --
h) Poor pointing/ Plaster on parapet? Yes Very Bad Much Qty 9
i) Deterioration of bricks or stones? Not Applicable -- -- --
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? Not Applicable -- -- --
c) Loose or damaged fixtures? Not Applicable -- -- --
d) Damage or corrosion to metal parts? Not Accessible -- -- --
e) Damage to rubber waterseals? Not Accessible -- -- --
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Very Bad Much Qty 9
b) Remains of old bridge under or upstream of the bridge? Not Applicable -- -- --
c) Fencing or buildings under bridge? Not Applicable -- -- --
d) Trees or bushes.growing under bridge? Yes Very Bad Much Qty 9
B- CHANGE IN RIVER COURSE
a) River changing path upstream of bridge? Yes Very Bad Much Qty 9
b) New islands forming upstream of bridge? Not Applicable -- -- --
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Yes Very Bad Much Qty 9
b) Damage to walls? Yes Very Bad Much Qty 9
c) Loss of pitching? Not Applicable -- -- --
d) Damage to crates, timber, fencing, etc.? Not Applicable -- -- --
e) Damage to trees? NO Problem -- -- 0
5 SUPERSTRUCTURE Component Weightage 60
CONCRETE
General
a) Impact damage to girders, trusses or bracings? Not Accessible -- -- --
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Very Bad Much Qty 9
c) Water coming through the deck? Not Accessible -- -- --
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Not Accessible -- -- --
e) Not enough vertical & horizontal clearances? Yes Very Bad Much Qty 9
CONCRETE BEAMS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Much Qty 9
c) Corrosion of reinforcement? Not Accessible -- -- --
d) Poor concrete? Yes Very Bad Much Qty 9
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Much Qty 9
c) Reinforcement corrosion? Not Accessible -- -- --
d) Poor concrete? Yes Very Bad Much Qty 9
e) Less cover to reinforcement? Not Accessible -- -- --
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 Very Bad Much Qty 9
b) Damage to foundation? Yes Very Bad Much Qty 9
c) Movement of abutment? Yes Very Bad Much Qty 9
d) Debris against abutment? Yes Very Bad Much Qty 9
e) Vegetation growing on-or in abutment? Yes Very Bad Much Qty 9
f) Scour near to retaining walls? Not Accessible -- -- --
g) Movement of retaining walls? Not Applicable -- -- --
h) Water leaking down through the expansion joint? Yes Very Bad Much Qty 9
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Much Qty 9
b) Weepholes not working? Yes Very Bad Much Qty 9
c) Water leaking through the abutment? Yes Very Bad Much Qty 9
C- CONCRETE WALLS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Yes Very Bad Much Qty 9
c) Corrosion of reinforcement? Not Accessible -- -- --
d) Poor concrete? Yes Very Bad Much Qty 9
D- MASONRY WALLS
a) Cracking? Yes Very Bad Much Qty 9
b) Bulging? Yes Very Bad Much Qty 9
c) Poor pointing? Yes Very Bad Much Qty 9
d) Deterioration of bricks or stones? Not Accessible -- -- --
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Much Qty 9
b) Slippage of fill? Not Accessible -- -- --
c) Erosion of fill? Yes Very Bad Much Qty 9
d) Cracking of road or embankment edge? Yes Very Bad Much Qty 9
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? Yes Very Bad Much Qty 9
b) Damage to foundation? Yes Very Bad Much Qty 9
c) Movement of abutment? Yes Very Bad Much Qty 9
d) Debris against abutment? Yes Very Bad Much Qty 9
e) Vegetation growing on-or in abutment? Yes Very Bad Much Qty 9
f) Scour near to retaining walls? Not Accessible -- -- --
g) Movement of retaining walls? Not Accessible -- -- --
h) Water leaking down through the expansion joint? Yes Very Bad Much Qty 9
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Much Qty 9
b) Weepholes not working? Not Accessible -- -- --
c) Water leaking through the abutment? Yes Very Bad Much Qty 9
C- CONCRETE WALLS
a) Cracking? Yes Very Bad Much Qty 9
b) Spalling? Not Accessible -- -- --
c) Corrosion of reinforcement? Not Accessible -- -- --
d) Poor concrete? Yes Very Bad Much Qty 9
D- MASONRY WALLS
a) Cracking? Yes Very Bad Much Qty 9
b) Bulging? Yes Very Bad Much Qty 9
c) Poor pointing? Yes Very Bad Much Qty 9
d) Deterioration of bricks or stones? NO Problem -- -- 0
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Much Qty 9
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? Yes Very Bad Much Qty 9
c) Scour or erosion at edge? Yes Very Bad Much Qty 9
d) Pieces broken off? Not Accessible -- -- --
e) Piping failure of fill? Not Accessible -- -- --
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Very Bad Much Qty 9
b) Damage to crates or ties? Yes Very Bad Much Qty 9
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Yes Very Bad Much Qty 9
b) Settlement? Yes Very Bad Much Qty 9
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Yes Bad Much Qty 6
b) Loss of material Yes Bad Much Qty 6
c) Crates broken away from pier or abutment? Yes Very Bad Much Qty 9
d) Damage to wires or ties? Yes Very Bad Much Qty 9
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 Accessible -- -- --
e) Corrosion of reinforcement? Not Accessible -- -- --

End of Report