ID :2397 Chandika Ghat Bridge

on Chainage 0.000 of road unknown

In District Pithoragarh Under PD Pithoragarh Division


Critical Report on Bridge Condition

Form Filled By Vivek Kumar Saxena [360021032]

Inspection Team

Comments

"पुल के दोनों ओर सीमित यातायात हेतु सूचना बोर्ड लगाए जा रहे हैं तथा पुल की क्षतियों की मरम्मत हेतु आगणन गठित किया जा रहा है।"

(Mohan Chandra Tiwari)

0700100120

on Dec 23, 2022

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 Some Qty 2
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Not So Bad Some Qty 2
b) Blocked or damaged road drains? Yes Not So Bad Some Qty 2
c) Water on the deck? Yes Not So Bad Not Much Qty 1
d) Blocked or damaged deck drains? Not Applicable -- -- --
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 Not So Bad Some Qty 2
b) Loose or damaged fixings? Yes Not So Bad Much Qty 3
c) Loose base of posts? Yes Bad Some Qty 5
d) Damaged coatirig or paint on steel surface? Yes Bad Much Qty 6
e) Corrosion on steel surface? Yes Bad Some Qty 5
f) Cracking on Masonary Parapets? Not Applicable -- -- --
g) Movement or bending of parapet? Not Applicable -- -- --
h) Poor pointing/ Plaster on parapet? Not Applicable -- -- --
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 Applicable -- -- --
b) Debris or vegetation in joint? Not Applicable -- -- --
c) Loose or damaged fixtures? Yes Bad Much Qty 6
d) Damage or corrosion to metal parts? Yes Bad Much Qty 6
e) Damage to rubber waterseals? Not Applicable -- -- --
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? Not Applicable -- -- --
c) Fencing or buildings under bridge? Not Applicable -- -- --
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? Yes Not So Bad Not Much Qty 1
b) New islands forming upstream of bridge? Yes Not So Bad Not Much Qty 1
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? Yes Not So Bad Some Qty 2
d) Damage to crates, timber, fencing, etc.? Yes Not So Bad Some Qty 2
e) Damage to trees? Yes Not So Bad Not Much Qty 1
5 SUPERSTRUCTURE Component Weightage 60
STEEL GIRDERS
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 Not So Bad Not Much Qty 1
c) Water coming through the deck? Yes Bad Much Qty 6
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Not Applicable -- -- --
e) Not enough vertical & horizontal clearances? Yes Not So Bad Not Much Qty 1
STEEL GIRDERS AND BRACINGS
a) Deterioration of paint or galvanising Yes Very Bad Some Qty 8
b) Corrosion? Yes Very Bad Much Qty 9
c) Bends in webs, flanges, stiffeners or bracings? Yes Bad Not Much Qty 4
d) Loose bolts or rivets? Yes Very Bad Much Qty 9
e) Cracking? Yes Very Bad Some Qty 8
STEEL UNDERSIDE OF DECK
a) Deterioration of paint or galvanising? Yes Very Bad Some Qty 8
b) Corrosion? Yes Very Bad Much Qty 9
c) Bends in stringers or plates? Yes Not So Bad Some Qty 2
d) Loose bolts or rivets? NO Problem -- -- 0
e) Cracking? Yes Very Bad Some Qty 8
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 Some Qty 2
b) Damage to foundation? Yes Bad Some Qty 5
c) Movement of abutment? Yes Not So Bad Not Much Qty 1
d) Debris against abutment? Yes Not So Bad Some Qty 2
e) Vegetation growing on-or in abutment? Yes Bad Not Much Qty 4
f) Scour near to retaining walls? Yes Not So Bad Some Qty 2
g) Movement of retaining walls? Yes Not So Bad Much Qty 3
h) Water leaking down through the expansion joint? Yes Very Bad Some Qty 8
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Not So Bad Some Qty 2
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Yes Bad Not Much Qty 4
C- CONCRETE WALLS
a) Cracking? Not Applicable -- -- --
b) Spalling? Yes Bad Not Much Qty 4
c) Corrosion of reinforcement? Not Applicable -- -- --
d) Poor concrete? Not Applicable -- -- --
D- MASONRY WALLS
a) Cracking? Yes Bad Some Qty 5
b) Bulging? Yes Very Bad Not Much Qty 7
c) Poor pointing? Yes Bad Some Qty 5
d) Deterioration of bricks or stones? Yes Bad Some Qty 5
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Bad Not Much Qty 4
b) Slippage of fill? Yes Bad Not Much Qty 4
c) Erosion of fill? Yes Bad Some Qty 5
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? Yes Bad Not Much Qty 4
8 Left Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Bad Some Qty 5
b) Damage to foundation? Yes Not So Bad Some Qty 2
c) Movement of abutment? Yes Not So Bad Much Qty 3
d) Debris against abutment? Yes Bad Not Much Qty 4
e) Vegetation growing on-or in abutment? Yes Not So Bad Much Qty 3
f) Scour near to retaining walls? NO Problem -- -- 0
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 Much Qty 3
b) Weepholes not working? Yes Not So Bad Much Qty 3
c) Water leaking through the abutment? Yes Bad Not Much Qty 4
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? Yes Bad Some Qty 5
b) Bulging? Yes Bad Not Much Qty 4
c) Poor pointing? Yes Bad Not Much Qty 4
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 Bad Not Much Qty 4
d) Cracking of road or embankment edge? Yes Bad Not Much Qty 4
e) Piping failure of fill? Yes Bad Not Much Qty 4
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? Not Applicable -- -- --
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? Not Applicable -- -- --
b) Settlement? Not Applicable -- -- --
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Not Applicable -- -- --
b) Loss of material Not Applicable -- -- --
c) Crates broken away from pier or abutment? Not Applicable -- -- --
d) Damage to wires or ties? Not Applicable -- -- --
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