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RTE 149 over Indian River

Washington County, New York

Map

Coordinates:
+43.37385, -73.28259
43°22'26" N, 73°16'57" W

Facts

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

Name:	RTE 149 over Indian River
Structure number:	000000001038500
Location:	0.3 MI N Jct Rte 149 & 28
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	42.0 ft. `[12.8 m]`
Roadway width between curbs:	32.8 ft. `[10.0 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Skew angle:	12°
Owner:	State Highway Agency `[01]`
Year built:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Concrete `[1]`
Main span design:	Frame `[07]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,245 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	96.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$775,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Very Good	Very Good	Very Good	3245	96.4
May 2015	Good	-	Very Good	Very Good	2978	96.4
May 2013	Good	-	Excellent	Excellent	2978	96.4
May 2011	Good	-	Excellent	Excellent	2950	96.4
May 2009	Good	-	Excellent	Excellent	2878	96.5
May 2007	Good	-	Excellent	Excellent	2878	37.1
June 2005	Good	-	Excellent	Excellent	3005	37.0
November 2003	Good	-	Excellent	Excellent	3005	80.3
September 2001	Fair	Fair	Satisfactory	Fair	5035	66.5
November 1999	Fair	Fair	Satisfactory	Fair	3921	66.8
May 1997	Fair	Fair	Satisfactory	Fair	2894	67.1
June 1995	Poor	Poor	Fair	Poor	2894	49.5
May 1993	Poor	Poor	Fair	Poor	5351	48.2
May 1991	Poor	Poor	Fair	Poor	2762	49.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	72	72	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	87	87	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	84	84	0	0	0
Steel Protective Coating	sq. ft.	500	500	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	1,525	1,525	0	0	0
Wearing Surfaces	sq. ft.	1,400	1,400	0	0	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1379130