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NIGHTHAWK RD. over TRIB. TO CATLIN CREEK

Map

Coordinates:
+38.24375, -97.11533
38°14'37" N, 97°06'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NIGHTHAWK RD. over TRIB. TO CATLIN CREEK
Structure number:000000000570540
Location:4.8N 0.5W OF PEABODY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:County Highway Agency [02]
Year built:1926
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [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 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:400 [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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:87.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 1040087.9
November 2014Good7 out of 1040087.9
December 2012Good7 out of 1040087.9
October 2010Good7 out of 1038487.9
October 2008Good7 out of 1038487.9
September 2006Good7 out of 1038468.8
May 2004Good7 out of 1032968.9
April 2002Good7 out of 1032971.1
July 2000Fair6 out of 1042970.1
April 1998Fair6 out of 1042970.4
March 1996Fair6 out of 1042969.1
August 1994Fair6 out of 1038269.1
October 1992Fair6 out of 1038269.1
February 1991Good8 out of 1011567.2