FAS 1585 over HAY CANYON


+40.76717, -100.66940
40°46'02" N, 100°40'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1585 over HAY CANYON
Structure number:C005608810P
Location:JCT US83/N23 4.2S 4.5E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2011]
Structural appraisal:Equal to present minimum criteria [6]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Good7 out of 105080.2
October 2016Good7 out of 105080.2
October 2014Good7 out of 105080.2
October 2012Good8 out of 105085.4
October 2010Good8 out of 105585.4
October 2008Good8 out of 107085.4
October 2006Good8 out of 107096.9
September 2004Good8 out of 105097.0
October 2002Good8 out of 104597.0
December 2000Good8 out of 104097.0
October 1998Good8 out of 104097.0
November 1996Good8 out of 105096.9
November 1994Good8 out of 105096.9
November 1992Good8 out of 106083.5
August 1990Good8 out of 107583.5