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RTE 98 over CLEAR CREEK

Wyoming County, New York

Map

Coordinates:
+42.53436, -78.42234
42°32'04" N, 78°25'20" W

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Facts

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

Name:	RTE 98 over CLEAR CREEK
Structure number:	000000001024560
Location:	0.1M W OF JCT RTS 39 & 98
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	43.6 ft. `[13.3 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	63.3 ft. `[19.3 m]`
Skew angle:	10°
Owner:	State Highway Agency `[01]`
Year built:	1990
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	7,041 `[as of 2016]`
Truck traffic:	11% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	66.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,524,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Very Good	Good	Good	7041	66.0
August 2016	Good	Very Good	Very Good	Good	7187	66.0
July 2014	Good	Good	Good	Good	7838	66.0
April 2012	Good	Good	Good	Good	7800	66.0
March 2010	Good	Good	Good	Good	7550	66.0
June 2008	Good	Good	Good	Good	7550	66.0
June 2006	Good	Good	Very Good	Very Good	7550	66.0
September 2004	Good	Good	Very Good	Very Good	7550	66.0
October 2002	Good	Good	Good	Good	7550	66.0
September 2000	Good	Very Good	Excellent	Very Good	7550	66.0
July 1998	Good	Good	Excellent	Excellent	7550	66.0
April 1996	Fair	-	Satisfactory	Very Good	7550	68.0
May 1994	Good	-	Very Good	Very Good	7550	68.0
June 1992	Good	-	Very Good	Very Good	7550	68.0
June 1990	Good	-	Very Good	Very Good	7550	68.0

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.	712	701	10	1	0
Deck
Reinforced Concrete Deck	sq. ft.	2,753	2,753	0	0	0
Wearing Surfaces	sq. ft.	1,914	1,818	96	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	134	99	13	22	0
Bearings
Elastomeric Bearing	each	32	32	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	87	87	0	0	0
Steel Protective Coating	sq. ft.	964	579	289	96	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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