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STH 49 over PINE RIVER

Map

Coordinates:
+44.13500, -88.99500
44°08'06" N, 88°59'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 49 over PINE RIVER
Structure number:B69002700000000
Location:0.1M N JCT CTH H TO W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:44.9 ft. [13.7 m]
Total length:45.6 ft. [13.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Owner:State Highway Agency [01]
Year built:1987
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2015]
Truck traffic:7% 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodVery Good390088.4
July 2015GoodGoodVery GoodVery Good390088.4
July 2013GoodGoodVery GoodVery Good285091.2
July 2011GoodGoodVery GoodVery Good285089.2
July 2009GoodGoodVery GoodVery Good285082.9
July 2007GoodVery GoodVery GoodVery Good285082.9
July 2005GoodVery GoodVery GoodVery Good285082.9
July 2003GoodVery GoodVery GoodVery Good285082.9
August 2001GoodVery GoodVery GoodVery Good233585.1
July 1999GoodVery GoodVery GoodVery Good233583.1
September 1998GoodVery GoodVery GoodVery Good233583.1
December 1997GoodVery GoodVery GoodVery Good233583.1
July 1996GoodVery GoodVery GoodVery Good233583.1
October 1995GoodVery GoodVery GoodVery Good233583.2
June 1994GoodVery GoodVery GoodVery Good233583.2
September 1993GoodVery GoodVery GoodVery Good219083.9
July 1992GoodVery GoodVery GoodVery Good219083.9
September 1991GoodVery GoodVery GoodVery Good182086.8