ID :2245 Markhola Gaoun ke liya pingad nadi mai RCC Setu

on Chainage 8.000 of road unknown

In District Pauri Under CD Paboo Division

Critical Report on Bridge Condition

19 Jun 2025 33.96% 13 Jun 2024 7.82% 13 Jun 2024 9.66% 22 Dec 2023 7.06%

Form Filled By ANJALI BISHT [42270313F01998]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 49.07 % 2.34 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 31.48 % 1.50 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 58.33 % 2.78 %
4 10 RIVER 40.28 % 1.92 %
5 10 BEARINGS 22.22 % 1.06 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 35.27 % 1.68 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 37.68 % 1.79 %
8 10 Embankments 44.44 % 2.12 %
9 10 RIVER BED 0.00 % 0.00 %
10 60 SUPERSTRUCTURE 27.45 % 7.84 %
11 60 PIERs 38.27 % 10.93 %
210 Overall 33.96%

Inspection Team

"Not satisfactory"

(ANJALI BISHT)

Junior Engineer Civil

on Jun 19, 2025

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 Bad Not Much Qty 4
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Bad Some Qty 5
b) Blocked or damaged road drains? NO Problem -- -- 0
c) Water on the deck? Yes Not So Bad Not Much Qty 1
d) Blocked or damaged deck drains? NO Problem -- -- 0
C- WEARING COAT
CONCRETE WEARING COURSE
a) Cracking? Yes Bad Much Qty 6
b) Spalling? Yes Bad Much Qty 6
c) Reinforcement exposed? Yes Very Bad Much Qty 9
d) Poor concrete? Yes Very Bad Much Qty 9
e) Wear of surface due to small stones? Yes Bad Much Qty 6
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Not So Bad Not Much Qty 1
a) Damaged or loose kerbs? Yes Bad Much Qty 6
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Bad Some Qty 5
b) Loose or damaged fixings? Yes Not So Bad Not Much Qty 1
c) Loose base of posts? Yes Not So Bad Not Much Qty 1
d) Damaged coatirig or paint on steel surface? Yes Not So Bad Not Much Qty 1
e) Corrosion on steel surface? Yes Bad Some Qty 5
f) Cracking on Masonary Parapets? Not Accessible -- -- --
g) Movement or bending of parapet? Not Applicable -- -- --
h) Poor pointing/ Plaster on parapet? Not Applicable -- -- --
i) Deterioration of bricks or stones? Yes Bad Not Much Qty 4
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Bad Much Qty 6
b) Debris or vegetation in joint? Yes Bad Some Qty 5
c) Loose or damaged fixtures? Yes Bad Some Qty 5
d) Damage or corrosion to metal parts? Yes Bad Some Qty 5
e) Damage to rubber waterseals? Not Accessible -- -- --
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Bad Much Qty 6
b) Remains of old bridge under or upstream of the bridge? Not Accessible -- -- --
c) Fencing or buildings under bridge? Not Accessible -- -- --
d) Trees or bushes.growing under bridge? Yes Bad Much Qty 6
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 Bad Some Qty 5
c) Loss of pitching? Not Accessible -- -- --
d) Damage to crates, timber, fencing, etc.? Yes Bad Much Qty 6
e) Damage to trees? Yes Bad Much Qty 6
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? Yes Bad Some Qty 5
STEEL TRUSSES
a) Deterioration of paint or galvanising? Yes Not So Bad Not Much Qty 1
b) Corrosion? Yes Bad Some Qty 5
c) Bends in members? Yes Not So Bad Not Much Qty 1
d) Bent or damaged joints? Yes Not So Bad Not Much Qty 1
e) Bent or damaged bracing? Yes Not So Bad Not Much Qty 1
f) Loose bolts or rivets? Yes Not So Bad Not Much Qty 1
g) Cracking of steel members? Yes Bad Much Qty 6
STEEL UNDERSIDE OF DECK
a) Deterioration of paint or galvanising? Yes Not So Bad Not Much Qty 1
b) Corrosion? Yes Not So Bad Not Much Qty 1
c) Bends in stringers or plates? Yes Not So Bad Not Much Qty 1
d) Loose bolts or rivets? Yes Not So Bad Not Much Qty 1
e) Cracking? Yes Bad Much Qty 6
6 BEARINGS Component Weightage 10
RUBBER BEARINGS
a) Debris or vegetation around bearings? Yes Not So Bad Not Much Qty 1
b) Bad drainage? Yes Not So Bad Not Much Qty 1
c) Not enough room for the bridge span to move? Not Applicable -- -- --
d) Bearing not seated properly? NO Problem -- -- 0
e) Bridge span not seated properly on bearing? Not Applicable -- -- --
f) Damaged bedding mortar? Yes Bad Some Qty 5
g) Damaged or loose earthquake restraints? NO Problem -- -- 0
RUBBER BEARINGS
a) Splitting, tearing or cracking of rubber? Not Applicable -- -- --
b) Damaged bedding mortar? Yes Bad Some Qty 5
7 Right Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
A- GENERAL
a) Erosion or scour at abutment? Yes Bad Much Qty 6
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 Bad Much Qty 6
e) Vegetation growing on-or in abutment? Yes Bad Much Qty 6
f) Scour near to retaining walls? Yes Bad Some Qty 5
g) Movement of retaining walls? Yes Not So Bad Not Much Qty 1
h) Water leaking down through the expansion joint? Yes Not So Bad Not Much Qty 1
B- DRAINAGE SYSTEM
a) Not enough weepholes? Not Applicable -- -- --
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Yes Not So Bad Not Much Qty 1
C- CONCRETE WALLS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? Yes Bad Much Qty 6
d) Poor concrete? Yes Bad Much Qty 6
D- MASONRY WALLS
a) Cracking? NO Problem -- -- 0
b) Bulging? Yes Not So Bad Not Much Qty 1
c) Poor pointing? Yes Not So Bad Not Much Qty 1
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 Some Qty 5
b) Slippage of fill? Yes Bad Some Qty 5
c) Erosion of fill? NO Problem -- -- 0
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? Yes Not So Bad Not Much Qty 1
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 Bad Much Qty 6
c) Movement of abutment? Yes Not So Bad Not Much Qty 1
d) Debris against abutment? NO Problem -- -- 0
e) Vegetation growing on-or in abutment? Yes Bad Much Qty 6
f) Scour near to retaining walls? Yes Bad Some Qty 5
g) Movement of retaining walls? Yes Not So Bad Not Much Qty 1
h) Water leaking down through the expansion joint? Yes Not So Bad Not Much Qty 1
B- DRAINAGE SYSTEM
a) Not enough weepholes? Not Applicable -- -- --
b) Weepholes not working? NO Problem -- -- 0
c) Water leaking through the abutment? Yes Not So Bad Not Much Qty 1
C- CONCRETE WALLS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Bad Much Qty 6
D- MASONRY WALLS
a) Cracking? Yes Bad Much Qty 6
b) Bulging? Yes Bad Not Much Qty 4
c) Poor pointing? NO Problem -- -- 0
d) Deterioration of bricks or stones? Yes Bad Much Qty 6
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Bad Much Qty 6
b) Slippage of fill? Yes Bad Much Qty 6
c) Erosion of fill? Yes Bad Much Qty 6
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? Yes Not So Bad Not Much Qty 1
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Bad Some Qty 5
b) Poor pointing? Yes Bad Much Qty 6
c) Scour or erosion at edge? Yes Bad Much Qty 6
d) Pieces broken off? Yes Bad Much Qty 6
e) Piping failure of fill? Yes Not So Bad Not Much Qty 1
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? NO Problem -- -- 0
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 -- -- --
11 PIERs Component Weightage 60
Pier-1
TYPE - MASONRY PIERS
a) Scour near base of pier? Yes Not So Bad Not Much Qty 1
b) Damage to foundations? Yes Bad Much Qty 6
c) Movement of pier? Yes Not So Bad Not Much Qty 1
d) Impact damage? Yes Not So Bad Not Much Qty 1
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint Yes Not So Bad Not Much Qty 1
MASONRY PIERS
a) Cracking? Yes Bad Some Qty 5
b) Poor pointing? Yes Bad Some Qty 5
c) Deterioration of masonry Yes Bad Some Qty 5
Pier-2
TYPE - MASONRY PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Much Qty 6
c) Movement of pier? Yes Not So Bad Not Much Qty 1
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint Yes Not So Bad Not Much Qty 1
MASONRY PIERS
a) Cracking? Yes Not So Bad Not Much Qty 1
b) Poor pointing? Yes Not So Bad Not Much Qty 1
c) Deterioration of masonry Yes Bad Some Qty 5

End of Report