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STH 35 over DEER CREEK

Map

Coordinates:
+44.39167, -91.97068
44°23'30" N, 91°58'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 35 over DEER CREEK
Structure number:B06006600000000
Location:3.0M N JCT CTH I
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:49.9 ft. [15.2 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood250085.0
May 2016GoodVery GoodVery GoodGood270084.0
May 2014GoodVery GoodVery GoodGood241085.4
May 2012GoodVery GoodVery GoodGood241085.4
May 2010GoodVery GoodVery GoodGood241087.4
May 2008GoodVery GoodVery GoodGood241087.4
September 2006GoodVery GoodVery GoodGood241087.4
March 2005GoodVery GoodVery GoodVery Good241087.4
March 2003GoodVery GoodVery GoodVery Good241087.4
March 2001GoodVery GoodVery GoodVery Good240087.3
September 1999GoodVery GoodVery GoodVery Good240087.3
May 1998GoodVery GoodVery GoodVery Good240087.3
June 1997GoodVery GoodVery GoodVery Good210088.6
August 1996GoodVery GoodVery GoodVery Good210088.6
June 1995GoodVery GoodVery GoodVery Good210088.8
June 1994GoodVery GoodVery GoodVery Good210088.8
May 1993GoodVery GoodVery GoodVery Good200090.3
June 1992GoodVery GoodVery GoodVery Good200090.3
April 1991GoodVery GoodVery GoodVery Good200090.3