FAS 1550 over STREAM


+40.66972, -99.52961
40°40'11" N, 99°31'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1550 over STREAM
Structure number:C006900415
Location:JCT US6/US183 16N 7.9W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:615 [as of 2011]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:83.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201583.5FairFairSatisfactoryFair-615
October 201383.5FairFairSatisfactoryFair-615
October 201183.9FairFairSatisfactoryFair-615
October 201083.9FairFairSatisfactoryFair-585
October 200995.0FairFairSatisfactorySatisfactory-540
October 200895.0FairFairSatisfactorySatisfactory-540
October 200695.0FairFairSatisfactorySatisfactory-475
August 200495.0FairFairSatisfactorySatisfactory-415
September 200294.9FairFairSatisfactorySatisfactory-685
October 200094.9FairFairSatisfactorySatisfactory-695
October 199894.9FairFairSatisfactorySatisfactory-695
September 199696.0FairFairSatisfactorySatisfactory-400
October 199497.0FairGoodGoodSatisfactory-400
November 199296.0GoodGoodGoodGood-405
October 199093.5GoodGoodGoodGood-400