ID :112 Song River

on Chainage 20.135 of From km 16 of Rishikesh Bhaniawala road to Agarwal Bakers via Airport, Thano, Raipur, Pulia Number 6 Fawara Chowk state highway

In District Dehradun Under TD Rishikesh Division

Critical Report on Bridge Condition

24 Jun 2025 31.01% 15 Jun 2024 0.14% 15 Jun 2024 0.24%

Form Filled By Ompal Singh [65006210]

# Component Rating %
1 10 ROAD APPROCHES AND DECK 44.44 % 2.12 %
2 10 PARAPETS, RAILINGS AND CRASH BARRIERS 28.40 % 1.35 %
3 10 EXPANSION JOINT AT ABUTMENTS & PIERS 55.56 % 2.65 %
4 10 RIVER 53.54 % 2.55 %
5 10 BEARINGS 37.04 % 1.76 %
6 10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 23.61 % 1.12 %
7 10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 25.46 % 1.21 %
8 10 Embankments 30.86 % 1.47 %
9 10 RIVER BED 30.86 % 1.47 %
10 60 SUPERSTRUCTURE 24.69 % 7.05 %
11 60 PIERs 28.89 % 8.25 %
210 Overall 31%

Inspection Team

"Bridge inspection of 270 m bridge at km 21 of raipur thano motor road over song river. The drainage spout are not proper cleaned. Water is dropping over bearings, pedestal and pier cape through extention joints. The cover of end girders are cracked. The dredged material is deposited near left bank upto centre .the clearing of deposited material is required "

(Ompal Singh)

Superintending Engineer Civil

on Jun 24, 2025

"The 270 m bridge raipur thano inspected. The total discharge of water in flowing through through last span. Due to that tendency of water is healing to abutment is increased. The chanalization of water through central span is necessary for safety of abutment and approach road is required. Sufficient dredging of river is required for centralized the flow of water and avoid the direct hitting to abutment and approach. The jacketing of central pier is also damaged. Immediate repair of this pier required "

(Ompal Singh)

Superintending Engineer Civil

on Jun 24, 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 Some Qty 5
B- DRAINAGE
a) Badly built road drainage near bridge? Yes Bad Some Qty 5
b) Blocked or damaged road drains? Yes Very Bad Not Much Qty 7
c) Water on the deck? Yes Bad Some Qty 5
d) Blocked or damaged deck drains? Yes Bad Some Qty 5
C- WEARING COAT
BITUMEN WEARING COURSE
a) Surface breaking up or lifting off? Yes Bad Some Qty 5
b) Cracking above joints ? NO Problem -- -- 0
D- KERBS & FOOTPATHS
a) Loose railing fixtures? Yes Bad Not Much Qty 4
a) Damaged or loose kerbs? NO Problem -- -- 0
2 PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
a) Impact damaged? NO Problem -- -- 0
b) Loose or damaged fixings? Yes Bad Some Qty 5
c) Loose base of posts? Yes Bad Not Much Qty 4
d) Damaged coatirig or paint on steel surface? Yes Bad Not Much Qty 4
e) Corrosion on steel surface? NO Problem -- -- 0
f) Cracking on Masonary Parapets? NO Problem -- -- 0
g) Movement or bending of parapet? NO Problem -- -- 0
h) Poor pointing/ Plaster on parapet? Yes Bad Some Qty 5
i) Deterioration of bricks or stones? Yes Bad Some Qty 5
3 EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
a) Damage to concrete of deck end or dirt wall near joint? Yes Bad Some Qty 5
b) Debris or vegetation in joint? Yes Bad Much Qty 6
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? Yes Bad Not Much Qty 4
4 RIVER Component Weightage 10
A- BLOCKAGES IN WATERWAY
a) Debris against piers or abutments? Yes Bad Some Qty 5
b) Remains of old bridge under or upstream of the bridge? NO Problem -- -- 0
c) Fencing or buildings under bridge? NO Problem -- -- 0
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 Much Qty 6
b) Damage to walls? Yes Bad Much Qty 6
c) Loss of pitching? Yes Bad Much Qty 6
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
SUPERSTRUCTURE -1
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
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 Much Qty 6
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Bad Some Qty 5
CONCRETE UNDERSIDE OF DECK
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -2
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Much Qty 6
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 Much Qty 6
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Bad Some Qty 5
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -3
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Some Qty 5
c) Water coming through the deck? Yes Bad Some Qty 5
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Bad Much Qty 6
e) Not enough vertical & horizontal clearances? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Much Qty 6
SUPERSTRUCTURE -4
TYPE - 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 Much Qty 6
c) Water coming through the deck? Yes Bad Some Qty 5
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? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -5
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Much Qty 6
c) Water coming through the deck? Yes Bad Some Qty 5
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? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -6
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Some Qty 5
c) Water coming through the deck? Yes Bad Some Qty 5
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? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -7
TYPE - 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 Some Qty 5
d) Water from the deck drainage flowing on to girders, trusses, beams or bracings? Yes Bad Much Qty 6
e) Not enough vertical & horizontal clearances? Yes Bad Some Qty 5
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -8
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Some Qty 5
c) Water coming through the deck? Yes Bad Some Qty 5
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? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
SUPERSTRUCTURE -9
TYPE - CONCRETE
General
a) Impact damage to girders, trusses or bracings? NO Problem -- -- 0
b) Debris or vegetation on beams, girders, trusses bracings or joints? Yes Bad Some Qty 5
c) Water coming through the deck? Yes Bad Some Qty 5
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? NO Problem -- -- 0
CONCRETE BEAMS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Bad Some Qty 5
CONCRETE UNDERSIDE OF DECK
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Reinforcement corrosion? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
e) Less cover to reinforcement? Yes Bad Some Qty 5
6 BEARINGS Component Weightage 10
RUBBER BEARINGS
a) Debris or vegetation around bearings? Yes Bad Some Qty 5
b) Bad drainage? Yes Bad Some Qty 5
c) Not enough room for the bridge span to move? Yes Bad Some Qty 5
d) Bearing not seated properly? NO Problem -- -- 0
e) Bridge span not seated properly on bearing? NO Problem -- -- 0
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? Yes Bad Some Qty 5
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 Some Qty 5
b) Damage to foundation? Yes Bad Some Qty 5
c) Movement of abutment? Yes Bad Some Qty 5
d) Debris against abutment? Yes Bad Much Qty 6
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? NO Problem -- -- 0
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? NO Problem -- -- 0
c) Water leaking through the abutment? NO Problem -- -- 0
C- CONCRETE WALLS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
D- MASONRY WALLS
a) Cracking? Yes Bad Some Qty 5
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? Yes Bad Some Qty 5
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
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 Some Qty 5
c) Movement of abutment? NO Problem -- -- 0
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? NO Problem -- -- 0
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? NO Problem -- -- 0
C- CONCRETE WALLS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
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? 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? NO Problem -- -- 0
9 Embankments Component Weightage 10
A- STONE PITCHING SLOPE PROTECTION
a) Cracking? Yes Bad Some Qty 5
b) Poor pointing? NO Problem -- -- 0
c) Scour or erosion at edge? Yes Bad Some Qty 5
d) Pieces broken off? NO Problem -- -- 0
e) Piping failure of fill? Yes Bad Some Qty 5
B- SLOPE PROTECTION WITH CRATES
a) Not much movement of crates? Yes Bad Some Qty 5
b) Damage to crates or ties? Yes Bad Some Qty 5
C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
a) Slope getting washed out? NO Problem -- -- 0
b) Settlement? NO Problem -- -- 0
10 RIVER BED Component Weightage 10
A- BED PROTECTION AND APRONS
a) Large holes in the river bed? Yes Bad Some Qty 5
b) Loss of material Yes Bad Some Qty 5
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? Yes Bad Some Qty 5
b) Cracking? Yes Bad Some Qty 5
c) Spalling or stones missing? NO Problem -- -- 0
d) Erosion of surface? Yes Bad Some Qty 5
e) Corrosion of reinforcement? NO Problem -- -- 0
11 PIERs Component Weightage 60
Pier-1
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-2
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Some Qty 5
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-3
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Some Qty 5
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-4
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Much Qty 6
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? Yes Bad Much Qty 6
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? Yes Bad Some Qty 5
Pier-5
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Some Qty 5
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-6
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Some Qty 5
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? NO Problem -- -- 0
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-7
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? Yes Bad Some Qty 5
d) Impact damage? Yes Bad Some Qty 5
e) Vegetation growirig on pier? NO Problem -- -- 0
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0
Pier-8
TYPE - CONCRETE PIERS
a) Scour near base of pier? Yes Bad Some Qty 5
b) Damage to foundations? Yes Bad Some Qty 5
c) Movement of pier? NO Problem -- -- 0
d) Impact damage? NO Problem -- -- 0
e) Vegetation growirig on pier? Yes Bad Some Qty 5
f) Water Leaking past expansion joint Yes Bad Some Qty 5
CONCRETE PIERS
a) Cracking? Yes Bad Some Qty 5
b) Spalling? NO Problem -- -- 0
c) Corrosion of reinforcement? NO Problem -- -- 0
d) Poor concrete? NO Problem -- -- 0

End of Report