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RTE 13 over CHITTENANGO CREEK

Madison County, New York

Map

Coordinates:
+42.97794, -75.84136
42°58'41" N, 75°50'29" W

Facts

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

Name:	RTE 13 over CHITTENANGO CREEK
Structure number:	000000001010560
Location:	3 MI N JCT US 20 & SH 13
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	82.7 ft. `[25.2 m]`
Total length:	84.0 ft. `[25.6 m]`
Roadway width between curbs:	35.4 ft. `[10.8 m]`
Deck width edge-to-edge:	45.9 ft. `[14.0 m]`
Skew angle:	27°
Owner:	State Highway Agency `[01]`
Year built:	1976
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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:	786 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	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:	98.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,038,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Very Good	786	98.1
July 2015	Good	Good	Very Good	Very Good	799	98.1
June 2013	Good	Good	Very Good	Very Good	799	99.1
May 2011	Good	Good	Very Good	Very Good	11710	84.5
May 2009	Good	Very Good	Very Good	Very Good	11777	84.4
May 2007	Good	Very Good	Very Good	Very Good	12635	83.4
April 2005	Good	Good	Very Good	Very Good	11710	84.5
April 2003	Good	Very Good	Very Good	Very Good	924	99.0
April 2001	Good	Very Good	Very Good	Very Good	924	99.0
April 1999	Good	Excellent	Very Good	Very Good	896	97.0
May 1997	Good	-	Good	Good	833	97.1
April 1995	Fair	-	Satisfactory	Satisfactory	833	97.1
May 1993	Fair	-	Satisfactory	Satisfactory	2166	94.5
March 1991	Fair	-	Satisfactory	Satisfactory	2297	94.4

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	102	101	1	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	102	102	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	83	81	2	0	0
Steel Protective Coating	sq. ft.	297	0	297	0	0
Reinforced Concrete Bridge Rail	linear ft.	166	83	83	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,862	3,512	100	250	0
Wearing Surfaces	sq. ft.	3,016	1,024	1,992	0	0

© Copyright 2012-20, 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/1376861