ID :3382 Bridle bridge Over Sera gaad

on Chainage 3.000 of Kirtingar Sera bridle road

In District Tehri Under TD Kirtinagar Division

Critical Report on Bridge Condition

11 Jun 2024 56.47% 18 Jan 2024 34.19%

Form Filled By Munish Kumar [42009022]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 60.19 % 4.01 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 66.67 % 4.44 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 64.44 % 4.30 %
4 10 RIVER 55.56 % 3.70 %
5 10 BEARINGS 0.00 % 0.00 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 54.63 % 3.64 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 81.48 % 5.43 %
8 10 Embankments 77.78 % 5.19 %
9 10 RIVER BED 48.15 % 3.21 %
10 60 SUPERSTRUCTURE 56.35 % 22.54 %
150 Overall 56.46%

Inspection Team

"Kirtinagar sera bridle road"

(Munish Kumar)

Assistant Engineer Civil

on Jun 11, 2024

"Kirtinagar sera bridle road"

(Munish Kumar)

Assistant Engineer Civil

on Jun 11, 2024

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 Not Much Qty 7
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Not So Bad Not Much Qty 1
b) Blocked or damaged road drains? Yes Very Bad Not Much Qty 7
c) Water on the deck? Yes Very Bad Some Qty 8
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 Some Qty 5
c) Reinforcement exposed? Yes Bad Some Qty 5
d) Poor concrete? Yes Very Bad Not Much Qty 7
e) Wear of surface due to small stones? Yes Very Bad Not Much Qty 7
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Bad Much Qty 6
a) Damaged or loose kerbs? Yes Bad Much Qty 6
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? Yes Bad Much Qty 6
b) Loose or damaged fixings? Yes Bad Much Qty 6
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? Yes Bad Much Qty 6
f) Cracking on Masonary Parapets? Yes Bad Some Qty 5
g) Movement or bending of parapet? Yes Very Bad Not Much Qty 7
h) Poor pointing/ Plaster on parapet? Yes Bad Much Qty 6
i) Deterioration of bricks or stones? Yes Bad Much Qty 6
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Very Bad Not Much Qty 7
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 Much Qty 6
e) Damage to rubber waterseals? Yes Bad Much Qty 6
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? Yes Bad Much Qty 6
c) Fencing or buildings under bridge? Yes Bad Some Qty 5
d) Trees or bushes.growing under bridge? Yes Bad Much Qty 6
B- CHANGE IN RIVER COURSE
a) River changing path upstream of bridge? Yes Bad Much Qty 6
b) New islands forming upstream of bridge? Yes Bad Much Qty 6
C- RIVER TRAINING WORKS
a) River attack beyond the upstream end of river training works? Yes Bad Some Qty 5
b) Damage to walls? Yes Bad Some Qty 5
c) Loss of pitching? NO Problem -- -- 0
d) Damage to crates, timber, fencing, etc.? Yes Bad Some Qty 5
e) Damage to trees? Yes Bad Some Qty 5
5 SUPERSTRUCTURE Component Weightage 60
CONCRETE
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 Some Qty 5
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? Yes Bad Some Qty 5
e) Not enough vertical & horizontal clearances? Yes Bad Some Qty 5
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Reinforcement corrosion? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
e) Less cover to reinforcement? Yes Bad Some Qty 5
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? NO Problem -- -- 0
b) Damage to foundation? Yes Bad Some Qty 5
c) Movement of abutment? Yes Bad Some Qty 5
d) Debris against abutment? Yes Bad Some Qty 5
e) Vegetation growing on-or in abutment? Yes Bad Some Qty 5
f) Scour near to retaining walls? Yes Bad Some Qty 5
g) Movement of retaining walls? Yes Bad Some Qty 5
h) Water leaking down through the expansion joint? Yes Bad Some Qty 5
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Bad Some Qty 5
b) Weepholes not working? Yes Bad Some Qty 5
c) Water leaking through the abutment? Yes Bad Some Qty 5
C- CONCRETE WALLS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? Yes Bad Some Qty 5
c) Corrosion of reinforcement? Yes Bad Some Qty 5
d) Poor concrete? Yes Bad Some Qty 5
D- MASONRY WALLS
a) Cracking? Yes Bad Some Qty 5
b) Bulging? Yes Bad Some Qty 5
c) Poor pointing? Yes Bad Much Qty 6
d) Deterioration of bricks or stones? Yes Very Bad Not Much Qty 7
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? Yes Bad Some Qty 5
d) Cracking of road or embankment edge? Yes Bad Some Qty 5
e) Piping failure of fill? Yes Bad Some Qty 5
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 Very Bad Not Much Qty 7
c) Movement of abutment? Yes Bad Much Qty 6
d) Debris against abutment? Yes Very Bad Not Much Qty 7
e) Vegetation growing on-or in abutment? Yes Bad Much Qty 6
f) Scour near to retaining walls? Yes Very Bad Some Qty 8
g) Movement of retaining walls? Yes Very Bad Some Qty 8
h) Water leaking down through the expansion joint? Yes Very Bad Some Qty 8
B- DRAINAGE SYSTEM
a) Not enough weepholes? Yes Very Bad Some Qty 8
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? NO Problem -- -- 0
b) Spalling? Yes Very Bad Some Qty 8
c) Corrosion of reinforcement? Yes Very Bad Some Qty 8
d) Poor concrete? Yes Very Bad Much Qty 9
D- MASONRY WALLS
a) Cracking? Yes Very Bad Not Much Qty 7
b) Bulging? Yes Very Bad Not Much Qty 7
c) Poor pointing? Yes Very Bad Some Qty 8
d) Deterioration of bricks or stones? Yes Very Bad Some Qty 8
E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
a) Scour at base of slopes? Yes Very Bad Some Qty 8
b) Slippage of fill? Yes Very Bad Some Qty 8
c) Erosion of fill? Yes Very Bad Some Qty 8
d) Cracking of road or embankment edge? Yes Very Bad Some Qty 8
e) Piping failure of fill? Yes Very Bad Some Qty 8
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Very Bad Not Much Qty 7
b) Poor pointing? Yes Very Bad Not Much Qty 7
c) Scour or erosion at edge? Yes Very Bad Some Qty 8
d) Pieces broken off? Yes Bad Much Qty 6
e) Piping failure of fill? Yes Very Bad Not Much Qty 7
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Very Bad Not Much Qty 7
b) Damage to crates or ties? Yes Very Bad Not Much Qty 7
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? Yes Bad Much Qty 6
b) Settlement? Yes Very Bad Some Qty 8
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Yes Not So Bad Not Much Qty 1
b) Loss of material Yes Not So Bad Not Much Qty 1
c) Crates broken away from pier or abutment? Yes Bad Not Much Qty 4
d) Damage to wires or ties? Yes Bad Much Qty 6
B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
a) Scour at edge? Yes Bad Not Much Qty 4
b) Cracking? Yes Bad Much Qty 6
c) Spalling or stones missing? Yes Bad Much Qty 6
d) Erosion of surface? Yes Bad Some Qty 5
e) Corrosion of reinforcement? Yes Bad Much Qty 6

End of Report