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USH 14-USH 61 over SPRING VALLEY CREEK

Map 

Coordinates:
+43.45236, -90.78788
43°27'09" N, 90°47'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 14-USH 61 over SPRING VALLEY CREEK
Structure number:B62000600000000
Location:0.1M E JCT CTH T
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:31.5 ft. [9.6 m]
Total length:31.5 ft. [9.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Owner:State Highway Agency [01]
Year built:1949
Year reconstructed:1978
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201476.8Not deficientFairFairSatisfactory4000
June 201275.8Not deficientFairFairGood4000
July 201077.1Not deficientSatisfactoryFairGood4300
July 200876.0Not deficientFairFairGood4300
September 200776.0Not deficientFairFairGood4300
September 200588.6Not deficientFairSatisfactoryGood4270
September 200389.7Not deficientSatisfactoryGoodGood4270
September 200190.2Not deficientSatisfactoryGoodGood4090
April 200090.2Not deficientSatisfactoryGoodGood4090
June 199888.2Not deficientSatisfactoryGoodGood4090
April 199787.9Not deficientSatisfactoryGoodGood4195
May 199687.9Not deficientSatisfactoryGoodGood4195
May 199587.9Not deficientSatisfactoryGoodGood4195
March 199491.4Not deficientGoodGoodVery Good2730
July 199291.4Not deficientVery GoodVery GoodGood2730
April 199191.4Not deficientVery GoodVery GoodGood2730