Share:

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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201583.4FairFairGoodGood-110
November 201383.4FairFairGoodGood-110
November 201183.4FairFairGoodGood-110
November 200984.4FairFairGoodGood-100
November 200789.7FairFairGoodGood-100
October 200588.7FairFairGoodGood-190
November 200388.7FairFairGoodGood-190
November 200189.7GoodGoodGoodGood-110
November 199989.7GoodGoodGoodGood-110
November 199789.7GoodGoodGoodGood-110
October 199589.2GoodGoodGoodGood-150
November 199389.2GoodGoodGoodGood-165
February 199289.2FairSatisfactoryGoodGood-165
October 199084.3FairSatisfactoryVery GoodVery Good-165