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RTE 42 over WEST KILL

Greene County, New York

Map

Coordinates:
+42.23314, -74.39205
42°13'59" N, 74°23'31" W

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Facts

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

Name:	RTE 42 over WEST KILL
Structure number:	000000001025200
Location:	RT 42 6.4 MI N ULSTER CO
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	149.9 ft. `[45.7 m]`
Total length:	151.9 ft. `[46.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	2011
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	753 `[as of 2016]`
Truck traffic:	9% of total traffic
Deck condition:	Excellent `[9 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:	Equal to present minimum criteria `[6]`
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:	90.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,834,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Excellent	Excellent	Excellent	753	90.5
June 2016	Good	Excellent	Excellent	Excellent	758	90.5
June 2014	Good	Excellent	Excellent	Excellent	732	94.5
May 2012	Good	Excellent	Excellent	Excellent	850	90.2
July 2011	Poor	Fair	Fair	Poor	850	24.4
November 2009	Fair	Good	Fair	Fair	857	57.4
June 2007	Fair	Good	Fair	Fair	857	57.4
July 2005	Fair	Good	Fair	Fair	1003	56.7
October 2003	Fair	Good	Fair	Fair	1003	56.7
June 2001	Fair	Good	Fair	Fair	1003	57.8
June 1999	Fair	Good	Fair	Fair	1003	55.8
June 1997	Fair	Satisfactory	Fair	Fair	1082	54.4
June 1995	Fair	Satisfactory	Fair	Fair	1082	53.4
June 1993	Fair	Satisfactory	Fair	Fair	941	54.1
April 1991	Fair	Satisfactory	Fair	Satisfactory	989	53.8

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.	604	604	0	0	0
Steel Protective Coating	sq. ft.	9,785	9,785	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,065	5,065	0	0	0
Wearing Surfaces	sq. ft.	4,571	4,571	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	116	116	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	304	304	0	0	0
Steel Protective Coating	sq. ft.	1,579	1,579	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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