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14-36-0.95 RS 815 over TRIB. TO DRY CREEK

Map

Coordinates:
+37.40999, -95.65135
37°24'36" N, 95°39'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:14-36-0.95 RS 815 over TRIB. TO DRY CREEK
Structure number:000000001030380
Location:1.2S 2.0E OF NEODESHA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.6 ft. [8.1 m]
Total length:51.5 ft. [15.7 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Owner:County Highway Agency [02]
Year built:1910
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:120 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$390,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Fair5 out of 1012049.5
February 2018Fair5 out of 1012049.5
June 2016FairN out of 1012047.7
October 2014FairN out of 104247.3
May 2012FairN out of 104247.3
September 2009FairN out of 104147.3
August 2009FairN out of 104147.3
October 2006FairN out of 104162.8
July 2004PoorN out of 108338.9
June 2002PoorN out of 109049.7
February 2000PoorN out of 105249.7
July 1998PoorN out of 105247.9
May 1996PoorN out of 105248.7
June 1994PoorN out of 105248.7
April 1992PoorN out of 104448.8
June 1990PoorN out of 1010031.9