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STH 13 over DRYDEN CREEK

Ashland County, Wisconsin

Map

Coordinates:
+46.15695, -90.62187
46°09'25" N, 90°37'19" W

Facts

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

Name:	STH 13 over DRYDEN CREEK
Structure number:	B02004600000000
Location:	1.7M N JCT CTH D
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	26.6 ft. `[8.1 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	56.1 ft. `[17.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1997
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:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,100 `[as of 2015]`
Truck traffic:	12% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	84.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Good	2100	84.8
October 2015	Good	Very Good	Very Good	Good	2100	84.8
May 2014	Good	Very Good	Very Good	Good	2000	86.7
May 2012	Good	Very Good	Very Good	Good	2300	86.1
May 2010	Good	Very Good	Very Good	Very Good	2500	79.0
May 2008	Good	Excellent	Excellent	Very Good	2500	79.0
May 2006	Good	Excellent	Excellent	Very Good	2320	79.0
June 2004	Good	Excellent	Excellent	Very Good	2320	79.0
July 2002	Good	Excellent	Excellent	Very Good	2320	79.0
July 2001	Good	Excellent	Excellent	Very Good	2300	79.0
June 1999	Good	Excellent	Excellent	Excellent	2360	79.0
July 1998	Good	Excellent	Excellent	Excellent	2360	79.0
May 1995	-	-	-	-	2360	79.0

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.	1,484	1,463	0	21	0
Substructure
Reinforced Concrete Abutment	linear ft.	131	97	30	4	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/1596741