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RTE 62 over BR CONEWANGO CRK

Chautauqua County, New York

Map

Coordinates:
+42.15571, -79.10164
42°09'21" N, 79°06'06" W

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Facts

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

Name:	RTE 62 over BR CONEWANGO CRK
Structure number:	000000003027950
Location:	1 MILE N JCT US 62 & I86
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	61.7 ft. `[18.8 m]`
Total length:	127.0 ft. `[38.7 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
Year reconstructed:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,751 `[as of 2017]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	97.9
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$2,933,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Good	Good	Good	1751	97.9
November 2015	Good	Good	Good	Good	1669	97.9
November 2013	Good	Very Good	Good	Good	1669	97.9
November 2011	Good	Very Good	Very Good	Very Good	1680	97.9
November 2009	Good	Very Good	Very Good	Very Good	1688	97.9
November 2007	Good	Very Good	Very Good	Very Good	1688	97.9
July 2005	Good	Very Good	Very Good	Very Good	1763	97.9
September 2003	Good	Very Good	Very Good	Very Good	1763	97.9
September 2001	Good	Very Good	Very Good	Very Good	1763	98.9
September 1999	Good	Very Good	Very Good	Very Good	1990	96.9
August 1997	Good	Good	Very Good	Good	1878	86.9
December 1995	Fair	Satisfactory	Very Good	Satisfactory	1878	86.7
November 1993	Fair	Very Good	Very Good	Satisfactory	2707	84.6
November 1992	Poor	Poor	Serious	Poor	2196	15.8
May 1991	Poor	Poor	Serious	Poor	1542	18.4

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
Steel Girder/Beam	linear ft.	620	620	0	0	0
Steel Protective Coating	sq. ft.	5,286	4,494	0	792	0
Deck
Reinforced Concrete Deck	sq. ft.	4,216	3,780	15	421	0
Wearing Surfaces	sq. ft.	3,968	3,175	793	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	34	34	0	0	0
Reinforced Concrete Abutment	linear ft.	78	0	67	11	0
Bearings
Elastomeric Bearing	each	15	0	14	1	0
Steel Protective Coating	sq. ft.	60	0	56	4	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	248	248	0	0	0
Steel Protective Coating	sq. ft.	1,232	0	1,232	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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