+43.71007, -91.01717
43°42'36" N, 91°01'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 162 over BR COON CREEK
Structure number:B62098800000000
Location:0.6M N JCT USH 14 TO E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:State Highway Agency [01]
Year built:1927
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
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 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:810 [as of 2014]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Operating rating:66.4 tons [60.4 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:44.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$228,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201644.3PoorFairPoorSatisfactorySD810
May 201457.0FairFairFairSatisfactoryFO840
May 201257.3FairFairFairSatisfactoryFO690
May 201057.3FairFairFairSatisfactoryFO690
August 200869.9FairSatisfactorySatisfactorySatisfactoryFO690
September 200769.9FairSatisfactorySatisfactoryGoodFO690
September 200571.1FairSatisfactorySatisfactoryGoodFO640
September 200371.1GoodGoodGoodGoodFO640
September 200171.3GoodGoodGoodGoodFO560
December 200075.4GoodGoodGoodGoodFO560
May 199871.3GoodGoodGoodGoodFO560
October 199774.2GoodGoodGoodGoodFO985
July 199674.2GoodVery GoodVery GoodVery GoodFO985
May 199573.8GoodVery GoodVery GoodVery GoodFO985
March 199475.2GoodVery GoodVery GoodVery GoodFO500
April 199275.2GoodVery GoodVery GoodVery GoodFO500
April 199175.2GoodVery GoodVery GoodVery GoodFO500