FAS 1550 over STREAM


+40.65667, -99.29833
40°39'24" N, 99°17'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1550 over STREAM
Structure number:C006900625
Location:JCT US 6/US183 15N 4.3E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.9 ft. [7.6 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1993
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:430 [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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:85.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Good7 out of 1043085.7
August 2015Good7 out of 1043085.8
August 2013Good7 out of 1043085.8
August 2011Good8 out of 1043088.2
August 2009Good8 out of 1034588.3
August 2007Good8 out of 1034599.8
September 2005Good8 out of 1021599.9
September 2003Good8 out of 1021599.9
September 2001Good8 out of 1033099.8
April 1999Good8 out of 1033099.8
September 1997Good9 out of 1015599.9
October 1995Good9 out of 1019099.9
November 1993Good9 out of 1030099.9