INCINERATOR ROAD over CANAJOHARIE CREEK

Map

Coordinates:
+42.90775, -74.56946
42°54'28" N, 74°34'10" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	INCINERATOR ROAD over CANAJOHARIE CREEK
Structure number:	000000002266930
Location:	AT CANAJOHARIE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	85.0 ft. `[25.9 m]`
Total length:	170.0 ft. `[51.8 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Owner:	State Toll Authority `[31]`
Year built:	1953
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	31 `[as of 2016]`
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	44.2
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$1,732,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Poor	Poor	Serious	Poor	31	44.2
September 2017	Poor	Poor	Serious	Poor	31	44.2
October 2016	Poor	Poor	Serious	Poor	32	44.2
October 2015	Poor	Poor	Serious	Poor	240	37.1
September 2014	Poor	Poor	Serious	Poor	240	23.6
October 2013	Poor	Poor	Serious	Poor	240	23.6
September 2012	Poor	Poor	Serious	Poor	240	21.3
June 2011	Poor	Poor	Serious	Poor	240	27.7
July 2010	Poor	Poor	Serious	Poor	240	32.5
July 2009	Poor	Poor	Serious	Poor	238	32.6
July 2008	Poor	Poor	Poor	Poor	271	45.0
November 2007	Poor	Poor	Poor	Poor	271	50.4
August 2005	Poor	Fair	Poor	Poor	271	53.7
July 2003	Poor	Poor	Poor	Poor	271	51.5
June 2001	Poor	Poor	Fair	Poor	271	51.5
June 1999	Poor	Poor	Fair	Poor	271	51.5
August 1997	Poor	Fair	Satisfactory	Poor	304	52.1
August 1995	Poor	Poor	Fair	Poor	304	50.9
August 1993	Poor	Poor	Fair	Poor	250	51.6
November 1991	Poor	Poor	Fair	Poor	250	51.6

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,165	732	312	97	24
Steel Protective Coating	sq. ft.	11,891	0	4,350	4,641	2,900
Deck
Reinforced Concrete Deck	sq. ft.	7,310	2,903	2,903	1,504	0
Wearing Surfaces	sq. ft.	6,120	0	3,000	2,400	720
Substructure
Reinforced Concrete Pier Wall	linear ft.	172	0	131	41	0
Reinforced Concrete Abutment	linear ft.	90	0	48	30	12
Reinforced Concrete Pile Cap/Footing	linear ft.	57	0	47	10	0
Joints
Strip Seal Joint	linear ft.	86	0	0	0	86
Bearings
Movable Bearing	each	21	0	7	9	5
Steel Protective Coating	sq. ft.	42	0	0	6	36
Fixed Bearing	each	21	4	3	11	3
Steel Protective Coating	sq. ft.	42	0	0	4	38
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	340	0	340	0	0
Steel Protective Coating	sq. ft.	4,370	0	0	400	3,970