IM Admin Panel

ID :167 sahiya bridge

on Chainage 16.975 of Kalsi Chakarata state highway

In District Dehradun Under TD Sahiya Division

Critical Report on Bridge Condition

28 May 2024 0% 17 Dec 2023 0% 17 Dec 2023 10.73% 12 Jun 2023 4.66% 22 Nov 2022 0%

Form Filled By Radhika Sharma [42270213F01344]

#	Component Rating %
1	10 ROAD APPROCHES AND DECK 11.11 % 0.74 %
2	10 PARAPETS, RAILINGS AND CRASH BARRIERS 9.88 % 0.66 %
3	10 EXPANSION JOINT AT ABUTMENTS & PIERS 11.11 % 0.74 %
4	10 RIVER 10.10 % 0.67 %
5	10 BEARINGS 9.40 % 0.63 %
6	10 Right Side ABUTMENT, WING WALLS & RETAINING WALLS 10.65 % 0.71 %
7	10 Left Side ABUTMENT, WING WALLS & RETAINING WALLS 11.11 % 0.74 %
8	10 Embankments 11.11 % 0.74 %
9	10 RIVER BED 9.88 % 0.66 %
10	60 SUPERSTRUCTURE 11.11 % 4.44 %
	150 Overall 10.73%

Inspection Team

"Length 24m "

(Radhika Sharma)

Assistant Engineer Civil

on Nov 09, 2023

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	Not Much Qty	1
	B- DRAINAGE
	a) Badly built road drainage near bridge?	Yes	Not So Bad	Not Much Qty	1
	b) Blocked or damaged road drains?	Yes	Not So Bad	Not Much Qty	1
	c) Water on the deck?	Yes	Not So Bad	Not Much Qty	1
	d) Blocked or damaged deck drains?	Yes	Not So Bad	Not Much Qty	1
	C- WEARING COAT
	BITUMEN WEARING COURSE
	a) Surface breaking up or lifting off?	Yes	Not So Bad	Not Much Qty	1
	b) Cracking above joints ?	Yes	Not So Bad	Not Much Qty	1
	D- KERBS & FOOTPATHS
	a) Loose railing fixtures?	Yes	Not So Bad	Not Much Qty	1
	a) Damaged or loose kerbs?	Yes	Not So Bad	Not Much Qty	1
2	PARAPETS, RAILINGS AND CRASH BARRIERS Component Weightage 10
	a) Impact damaged?	Yes	Not So Bad	Not Much Qty	1
	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?	NO Problem	--	--	0
	f) Cracking on Masonary Parapets?	Yes	Not So Bad	Not Much Qty	1
	g) Movement or bending of parapet?	Yes	Not So Bad	Not Much Qty	1
	h) Poor pointing/ Plaster on parapet?	Yes	Not So Bad	Not Much Qty	1
	i) Deterioration of bricks or stones?	Yes	Not So Bad	Not Much Qty	1
3	EXPANSION JOINT AT ABUTMENTS & PIERS Component Weightage 10
	a) Damage to concrete of deck end or dirt wall near joint?	Yes	Not So Bad	Not Much Qty	1
	b) Debris or vegetation in joint?	Yes	Not So Bad	Not Much Qty	1
	c) Loose or damaged fixtures?	Yes	Not So Bad	Not Much Qty	1
	d) Damage or corrosion to metal parts?	Yes	Not So Bad	Not Much Qty	1
	e) Damage to rubber waterseals?	Yes	Not So Bad	Not Much Qty	1
4	RIVER Component Weightage 10
	A- BLOCKAGES IN WATERWAY
	a) Debris against piers or abutments?	Yes	Not So Bad	Not Much Qty	1
	b) Remains of old bridge under or upstream of the bridge?	Yes	Not So Bad	Not Much Qty	1
	c) Fencing or buildings under bridge?	Yes	Not So Bad	Not Much Qty	1
	d) Trees or bushes.growing under bridge?	NO Problem	--	--	0
	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?	Yes	Not So Bad	Not Much Qty	1
	b) Damage to walls?	Yes	Not So Bad	Not Much Qty	1
	c) Loss of pitching?	Yes	Not So Bad	Not Much Qty	1
	d) Damage to crates, timber, fencing, etc.?	Yes	Not So Bad	Not Much Qty	1
	e) Damage to trees?	Yes	Not So Bad	Not Much Qty	1
5	SUPERSTRUCTURE Component Weightage 60
	CONCRETE
	General
	a) Impact damage to girders, trusses or bracings?	Yes	Not So Bad	Not Much Qty	1
	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	Not So Bad	Not Much Qty	1
	d) Water from the deck drainage flowing on to girders, trusses, beams or bracings?	Yes	Not So Bad	Not Much Qty	1
	e) Not enough vertical & horizontal clearances?	Yes	Not So Bad	Not Much Qty	1
	CONCRETE BEAMS
	a) Cracking?	Yes	Not So Bad	Not Much Qty	1
	b) Spalling?	Yes	Not So Bad	Not Much Qty	1
	c) Corrosion of reinforcement?	Yes	Not So Bad	Not Much Qty	1
	d) Poor concrete?	Yes	Not So Bad	Not Much Qty	1
	CONCRETE UNDERSIDE OF DECK
	a) Cracking?	Yes	Not So Bad	Not Much Qty	1
	b) Spalling?	Yes	Not So Bad	Not Much Qty	1
	c) Reinforcement corrosion?	Yes	Not So Bad	Not Much Qty	1
	d) Poor concrete?	Yes	Not So Bad	Not Much Qty	1
	e) Less cover to reinforcement?	Yes	Not So Bad	Not Much Qty	1
6	BEARINGS Component Weightage 10
	METAL 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?	Yes	Not So Bad	Not Much Qty	1
	d) Bearing not seated properly?	NO Problem	--	--	0
	e) Bridge span not seated properly on bearing?	Yes	Not So Bad	Not Much Qty	1
	f) Damaged bedding mortar?	Yes	Not So Bad	Not Much Qty	1
	g) Damaged or loose earthquake restraints?	Yes	Not So Bad	Not Much Qty	1
	METAL BEARINGS
	a) Parts not properly seated?	Yes	Not So Bad	Not Much Qty	1
	b) Parts not free to move?	Yes	Not So Bad	Not Much Qty	1
	c) Problem with the lubrication system?	NO Problem	--	--	0
	d) Sliding surfaces damaged?	Yes	Not So Bad	Not Much Qty	1
	e) Cracks or bends in metal parts/ Bearing?	Yes	Not So Bad	Not Much Qty	1
	f) Corrosion of metal parts?	Yes	Not So Bad	Not Much Qty	1
7	Right Side ABUTMENT, WING WALLS & RETAINING WALLS Component Weightage 10
	A- GENERAL
	a) Erosion or scour at abutment?	Yes	Not So Bad	Not Much Qty	1
	b) Damage to foundation?	Yes	Not So Bad	Not Much Qty	1
	c) Movement of abutment?	Yes	Not So Bad	Not Much Qty	1
	d) Debris against abutment?	Yes	Not So Bad	Not Much Qty	1
	e) Vegetation growing on-or in abutment?	Yes	Not So Bad	Not Much Qty	1
	f) Scour near to retaining walls?	Yes	Not So Bad	Not Much Qty	1
	g) Movement of retaining walls?	NO Problem	--	--	0
	h) Water leaking down through the expansion joint?	Yes	Not So Bad	Not Much Qty	1
	B- DRAINAGE SYSTEM
	a) Not enough weepholes?	Yes	Not So Bad	Not Much Qty	1
	b) Weepholes not working?	Yes	Not So Bad	Not Much Qty	1
	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	Not So Bad	Not Much Qty	1
	c) Corrosion of reinforcement?	Yes	Not So Bad	Not Much Qty	1
	d) Poor concrete?	Yes	Not So Bad	Not Much Qty	1
	D- MASONRY WALLS
	a) Cracking?	Yes	Not So Bad	Not Much Qty	1
	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	Not So Bad	Not Much Qty	1
	E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
	a) Scour at base of slopes?	Yes	Not So Bad	Not Much Qty	1
	b) Slippage of fill?	Yes	Not So Bad	Not Much Qty	1
	c) Erosion of fill?	Yes	Not So Bad	Not Much Qty	1
	d) Cracking of road or embankment edge?	Yes	Not So Bad	Not Much Qty	1
	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	Not So Bad	Not Much Qty	1
	b) Damage to foundation?	Yes	Not So Bad	Not Much Qty	1
	c) Movement of abutment?	Yes	Not So Bad	Not Much Qty	1
	d) Debris against abutment?	Yes	Not So Bad	Not Much Qty	1
	e) Vegetation growing on-or in abutment?	Yes	Not So Bad	Not Much Qty	1
	f) Scour near to retaining walls?	Yes	Not So Bad	Not Much Qty	1
	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?	Yes	Not So Bad	Not Much Qty	1
	b) Weepholes not working?	Yes	Not So Bad	Not Much Qty	1
	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	Not So Bad	Not Much Qty	1
	c) Corrosion of reinforcement?	Yes	Not So Bad	Not Much Qty	1
	d) Poor concrete?	Yes	Not So Bad	Not Much Qty	1
	D- MASONRY WALLS
	a) Cracking?	Yes	Not So Bad	Not Much Qty	1
	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	Not So Bad	Not Much Qty	1
	E- EMBANKMENTS AND FILL IN FRONT OF ABUTMENT
	a) Scour at base of slopes?	Yes	Not So Bad	Not Much Qty	1
	b) Slippage of fill?	Yes	Not So Bad	Not Much Qty	1
	c) Erosion of fill?	Yes	Not So Bad	Not Much Qty	1
	d) Cracking of road or embankment edge?	Yes	Not So Bad	Not Much Qty	1
	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	Not So Bad	Not Much Qty	1
	b) Poor pointing?	Yes	Not So Bad	Not Much Qty	1
	c) Scour or erosion at edge?	Yes	Not So Bad	Not Much Qty	1
	d) Pieces broken off?	Yes	Not So Bad	Not Much Qty	1
	e) Piping failure of fill?	Yes	Not So Bad	Not Much Qty	1
	B- SLOPE PROTECTION WITH CRATES
	a) Not much movement of crates?	Yes	Not So Bad	Not Much Qty	1
	b) Damage to crates or ties?	Yes	Not So Bad	Not Much Qty	1
	C- PITCHING SLOPE PROTECTION WITH CONCRETE BLOCKS
	a) Slope getting washed out?	Yes	Not So Bad	Not Much Qty	1
	b) Settlement?	Yes	Not So Bad	Not Much Qty	1
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	Not So Bad	Not Much Qty	1
	d) Damage to wires or ties?	Yes	Not So Bad	Not Much Qty	1
	B- STONE PITCHING OR CONCRETE BED PROTECTION AND APRONS
	a) Scour at edge?	Yes	Not So Bad	Not Much Qty	1
	b) Cracking?	Yes	Not So Bad	Not Much Qty	1
	c) Spalling or stones missing?	Yes	Not So Bad	Not Much Qty	1
	d) Erosion of surface?	NO Problem	--	--	0
	e) Corrosion of reinforcement?	Yes	Not So Bad	Not Much Qty	1

End of Report