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WEST STREET over CATTARAUGUS CREEK

Wyoming County, New York

Map

Coordinates:
+42.53757, -78.43218
42°32'15" N, 78°25'56" W

View more info at Bridgehunter.com

Facts

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

Name:	WEST STREET over CATTARAUGUS CREEK
Structure number:	000000003319440
Location:	AT VILLAGE ARCADE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	83.0 ft. `[25.3 m]`
Total length:	86.9 ft. `[26.5 m]`
Roadway width between curbs:	28.9 ft. `[8.8 m]`
Deck width edge-to-edge:	37.7 ft. `[11.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	2012
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	867 `[as of 2018]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Superior to present desirable criteria `[9]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	91.7
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,482,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Good	Excellent	Excellent	867	91.7
November 2016	Good	Good	Excellent	Excellent	868	91.7
October 2014	Good	Good	Excellent	Excellent	876	90.7
October 2012	Good	Excellent	Excellent	Excellent	900	90.7
June 2011	Poor	Good	Poor	Poor	900	46.0
June 2010	Poor	Good	Poor	Poor	904	46.0
July 2008	Poor	Good	Fair	Poor	965	44.9
June 2006	Poor	Good	Fair	Poor	935	44.9
July 2005	Poor	Good	Fair	Critical	904	18.1
July 2004	Poor	Good	Fair	Serious	904	33.8
June 2002	Poor	Good	Fair	Critical	904	18.1
July 2000	Fair	Good	Fair	Fair	745	60.9
September 1998	Fair	Good	Fair	Fair	745	60.9
September 1996	Poor	Very Good	Poor	Poor	677	46.9
September 1994	Poor	Very Good	Fair	Poor	300	46.9
October 1992	Poor	Very Good	Fair	Poor	300	45.4
March 1992	Poor	Poor	Serious	Poor	150	25.4

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	765	765	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,316	0	0	3,316	0
Wearing Surfaces	sq. ft.	2,538	0	0	2,538	0
Substructure
Reinforced Concrete Abutment	linear ft.	80	80	0	0	0
Bearings
Elastomeric Bearing	each	18	18	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	175	175	0	0	0
Steel Protective Coating	sq. ft.	2,488	2,488	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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