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PAWNEE RD. over TRIB. TO DOYLE CREEK

Map

Coordinates:
+38.14917, -97.07953
38°08'57" N, 97°04'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PAWNEE RD. over TRIB. TO DOYLE CREEK
Structure number:000570849005548
Location:1.0E 0.8S OF PEABODY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:15 [as of 2011]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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: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:88.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Fair6 out of 101588.2
November 2014Fair6 out of 101588.2
December 2012Fair6 out of 101588.2
October 2010Fair6 out of 101588.2
November 2008Good7 out of 101588.2
September 2006Good7 out of 101588.2
May 2004Good7 out of 101588.2
May 2002Good7 out of 101588.2
August 2000Good7 out of 101588.2
April 1998Good7 out of 101588.5
March 1996Fair6 out of 101588.2
August 1994Fair6 out of 101588.2
October 1992Fair6 out of 101588.2
February 1991Fair6 out of 101588.2