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RS 1562 over TRIB. TO CIMARRON RIVER

Map

Coordinates:
+37.33610, -101.05020
37°20'10" 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:000000000880003
Location:8.0S.SW. OF SATANTA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.5 ft. [3.5 m]
Total length:63.3 ft. [19.3 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:85 [as of 2008]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Fair6 out of 108595.1
January 2016Fair6 out of 108595.1
December 2013Good7 out of 108595.1
April 2012Good7 out of 108595.1
January 2010Good7 out of 108595.1
February 2008Good8 out of 108598.1
April 2006Good9 out of 108581.1
May 1995Good9 out of 108581.1
April 1991Good9 out of 107097.1