Share:

STH 95 over SWINNS VALLEY CREEK

Map

Coordinates:
+44.25389, -91.54544
44°15'14" N, 91°32'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 95 over SWINNS VALLEY CREEK
Structure number:B06012100000000
Location:3.3M E JCT CTH E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:82.0 ft. [25.0 m]
Total length:86.3 ft. [26.3 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2001
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:2,300 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:90.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodVery GoodVery Good230090.2
May 2016GoodGoodVery GoodVery Good130095.0
May 2014GoodGoodVery GoodVery Good272088.7
May 2012GoodGoodVery GoodVery Good272088.7
May 2010GoodGoodVery GoodVery Good272088.7
May 2008GoodGoodVery GoodVery Good272088.7
September 2006GoodVery GoodVery GoodVery Good272088.7
March 2005GoodVery GoodVery GoodVery Good272088.7
September 2003GoodVery GoodVery GoodVery Good272088.7
November 2001GoodExcellentExcellentExcellent240089.7