FAS 3575 over STREAM


+42.49765, -96.72683
42°29'52" N, 96°43'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAS 3575 over STREAM
Structure number:C002602920P
Location:JCT US20/S-26A 1.7N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1977
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:Good
Status:Open, no restriction [A]
Average daily traffic:135 [as of 2011]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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 the assessed or calculated scour condition. [8]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201590.2GoodVery GoodVery GoodVery Good-135
November 201390.2GoodVery GoodVery GoodVery Good-135
November 201190.8FairFairVery GoodVery Good-85
November 200990.8FairFairVery GoodVery Good-65
November 200780.4FairFairVery GoodVery Good-65
October 200580.4FairFairVery GoodVery Good-70
November 200380.4FairFairVery GoodVery Good-70
November 200180.4GoodVery GoodVery GoodVery Good-115
November 199980.4GoodVery GoodVery GoodVery Good-115
November 199781.4GoodVery GoodVery GoodVery Good-95
November 199580.4GoodVery GoodVery GoodVery Good-110
November 199380.4GoodVery GoodVery GoodVery Good-135
February 199280.4GoodVery GoodVery GoodVery Good-135
October 199082.5GoodVery GoodVery GoodVery Good-135