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STH 27 over BRIDGE CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+44.68424, -91.12796
44°41'03" N, 91°07'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 27 over BRIDGE CREEK
Structure number:B18068400000000
Location:0.2M N JCT USH 12 TO W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:118.4 ft. [36.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2014]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:37.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$756,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorFairPoorSatisfactory170037.0
February 2016PoorFairPoorSatisfactory170037.0
July 2013FairFairFairSatisfactory284040.8
July 2011FairFairFairSatisfactory284040.8
July 2009FairFairSatisfactorySatisfactory284048.1
July 2007FairFairSatisfactorySatisfactory284048.1
July 2005FairFairSatisfactorySatisfactory284048.1
July 2003FairFairSatisfactorySatisfactory284048.1
July 2001FairFairSatisfactorySatisfactory284048.1
August 1999FairSatisfactorySatisfactorySatisfactory284049.1
August 1998FairSatisfactorySatisfactorySatisfactory284049.1
July 1997FairSatisfactorySatisfactoryGood194062.9
September 1996FairSatisfactorySatisfactoryGood194062.9
June 1995FairSatisfactoryGoodGood194063.8
September 1994FairSatisfactoryGoodGood194063.8
October 1993FairSatisfactoryGoodSatisfactory216061.3
October 1992FairFairSatisfactorySatisfactory216060.1
September 1991FairFairSatisfactorySatisfactory216060.1