FAS 1865 over DRY CREEK


+40.55092, -99.25559
40°33'03" N, 99°15'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1865 over DRY CREEK
Structure number:C006914105
Location:JCT US6/US183 7.8N 6.5E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2011]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:83.6

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201683.6Fair6 out of 10-650
October 201483.6Fair6 out of 10-650
October 201284.3Fair6 out of 10-650
October 201084.4Fair6 out of 10-590
October 200884.3Fair6 out of 10-650
October 200696.9Fair6 out of 10-735
August 200496.9Fair6 out of 10-735
September 200296.9Good7 out of 10-745
October 200096.9Good7 out of 10-800
October 199896.9Good7 out of 10-800
October 199696.9Good7 out of 10-810
October 199496.9Good7 out of 10-810
November 199296.9Good9 out of 10-805
October 199096.9Good9 out of 10-615