NE 150 AVE. II-1.8 over STREAM


+37.72247, -97.84419
37°43'21" N, 97°50'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 150 AVE. II-1.8 over STREAM
Structure number:000480765006128
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:31.5 ft. [9.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 1080100.0
January 2015Good7 out of 1080100.0
January 2013Good8 out of 1080100.0
January 2011Good8 out of 1080100.0
March 2009Good8 out of 1080100.0
January 2007Good9 out of 1080100.0
January 2005Good9 out of 1080100.0
March 2003Good9 out of 108097.0
December 2000Good9 out of 108097.0
January 1997FairN out of 108073.8
December 1994PoorN out of 108042.6
August 1992FairN out of 108043.6
August 1990FairN out of 108042.2