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RTE 12E over PERCH RIVER

Jefferson County, New York

Map

Coordinates:
+44.02842, -76.04553
44°01'42" N, 76°02'44" W

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Facts

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

Name:	RTE 12E over PERCH RIVER
Structure number:	000000001010100
Location:	JCT RTE 12E + PERCH R
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	28.9 ft. `[8.8 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1893
Year reconstructed:	1928
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,631 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	77.4
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$245,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Satisfactory	Fair	4631	77.4
July 2016	Fair	-	Satisfactory	Fair	4719	77.4
June 2014	Fair	-	Satisfactory	Fair	3826	77.5
June 2012	Poor	-	Serious	Fair	3850	29.3
June 2011	Poor	-	Serious	Satisfactory	3850	29.3
April 2010	Poor	-	Serious	Satisfactory	3826	29.3
April 2009	Poor	-	Poor	Fair	3826	44.0
May 2008	Poor	-	Poor	Satisfactory	4299	43.8
May 2007	Fair	-	Fair	Satisfactory	4299	59.3
May 2006	Fair	-	Fair	Satisfactory	4299	29.0
May 2005	Fair	-	Fair	Satisfactory	5440	25.7
May 2004	Fair	-	Fair	Satisfactory	5440	57.0
May 2001	Good	-	Good	Good	5440	86.1
May 1999	Good	Good	Very Good	Good	4338	86.3
June 1997	Poor	-	Satisfactory	Poor	3844	59.0
May 1995	Poor	-	Fair	Poor	3844	50.9
May 1993	Poor	-	Poor	Poor	4269	47.7
August 1991	Poor	-	Poor	Poor	3947	45.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	859	859	0	0	0
Wearing Surfaces	sq. ft.	859	759	100	0	0
Superstructure
Reinforced Concrete Arch	linear ft.	28	12	10	6	0
Masonry Arch	linear ft.	28	0	28	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	62	0	22	40	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	96	0	86	10	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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