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RTE 9 over DEAD CREEK

Clinton County, New York

Map

Coordinates:
+44.71767, -73.44297
44°43'04" N, 73°26'35" W

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Facts

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

Name:	RTE 9 over DEAD CREEK
Structure number:	000000002219610
Location:	CITY OF PLATTSBURGH
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	65.6 ft. `[20.0 m]`
Total length:	69.9 ft. `[21.3 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	65.9 ft. `[20.1 m]`
Skew angle:	30°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2005
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:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
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: July 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	10,121 `[as of 2017]`
Truck traffic:	5% 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:	Superior to present desirable criteria `[9]`
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:	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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	97.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$981,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Excellent	Excellent	10121	97.1
July 2015	Good	Good	Excellent	Excellent	11866	96.8
August 2013	Good	Good	Excellent	Excellent	11866	96.8
July 2011	Good	Good	Excellent	Excellent	10100	97.1
September 2009	Good	Good	Excellent	Excellent	9888	97.1
October 2007	Good	Good	Excellent	Excellent	9888	97.1
December 2005	Good	Very Good	Excellent	Excellent	9888	32.4
September 2004	Fair	Good	Satisfactory	Satisfactory	9888	81.5
September 2002	Fair	Good	Satisfactory	Satisfactory	9888	81.4
August 2000	Good	Good	Good	Good	9888	81.4
September 1998	Fair	Fair	Fair	Satisfactory	9888	68.9
September 1996	Poor	Poor	Poor	Fair	9888	49.8
July 1994	Poor	-	Poor	Fair	9888	58.7
July 1992	Poor	-	Poor	Fair	9888	58.7
September 1990	Poor	-	Poor	Fair	9888	60.1

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.	1,080	1,080	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,573	4,573	0	0	0
Wearing Surfaces	sq. ft.	3,336	3,336	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	186	186	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	139	139	0	0	0
Steel Protective Coating	sq. ft.	1,140	1,140	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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