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FAS 3585 over STREAM

Map 

Coordinates:
+42.52033, -96.83949
42°31'13" N, 96°50'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAS 3585 over STREAM
Structure number:C002621915
Location:WJCT US20/N9 .5W 3.5N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:110 [as of 2011]
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:83.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201583.4Not deficientFairGoodGood110
November 201383.4Not deficientFairGoodGood110
November 201183.4Not deficientFairGoodGood110
November 200984.4Not deficientFairGoodGood100
November 200789.7Not deficientFairGoodGood100
October 200588.7Not deficientFairGoodGood190
November 200388.7Not deficientFairGoodGood190
November 200189.7Not deficientGoodGoodGood110
November 199989.7Not deficientGoodGoodGood110
November 199789.7Not deficientGoodGoodGood110
October 199589.2Not deficientGoodGoodGood150
November 199389.2Not deficientGoodGoodGood165
February 199289.2Not deficientSatisfactoryGoodGood165
October 199084.3Not deficientSatisfactoryVery GoodVery Good165