RS 118 (FAS 2) over CHALK CREEK


+38.72698, -101.52069
38°43'37" N, 101°31'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 118 (FAS 2) over CHALK CREEK
Structure number:000000001000002
Location:12.6S 4.0E OF WALLACE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:31.2 ft. [9.5 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2014]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:84.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Good7 out of 101084.3
June 2017Good7 out of 101084.3
June 2015Good7 out of 101088.5
June 2013Good7 out of 102888.5
June 2011Good7 out of 102788.5
June 2009Good7 out of 102788.5
July 2007Good7 out of 105288.5
September 2005Good7 out of 101188.5
June 2003Good7 out of 101189.5
June 2001Good7 out of 102389.5
May 1999Good7 out of 102389.5
May 1997Good7 out of 105089.5
June 1995Good7 out of 105090.2
June 1993Good7 out of 105093.8
November 1991Good7 out of 105093.8