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RS 1562 over TRIB. TO CIMARRON RIVER

Map

Coordinates:
+37.29212, -101.05024
37°17'32" N, 101°03'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 1562 over TRIB. TO CIMARRON RIVER
Structure number:000000000880002
Location:11.0S.SW. OF SATANTA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:85 [as of 2008]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:91.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 108591.6
January 2016Good7 out of 108591.6
December 2013Good7 out of 108591.6
April 2012Fair6 out of 108591.6
January 2010Good7 out of 108591.6
February 2008Good7 out of 108591.6
April 2006Good8 out of 108598.1
May 1995Good8 out of 108598.1
April 1991Good8 out of 108586.6