351st Street over MIDDLE CREEK


+38.49129, -94.74464
38°29'29" N, 94°44'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:351st Street over MIDDLE CREEK
Structure number:000611099505080
Location:9.0S 3.6W OF LOUISBURG
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:12.8 ft. [3.9 m]
Deck width edge-to-edge:15.4 ft. [4.7 m]
Owner:County Highway Agency [02]
Year built:1920
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:Other [9]
Wearing surface:Gravel [8]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:35 [as of 2011]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:18.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,200,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Poor4 out of 103518.7
May 2017Poor4 out of 103518.7
November 2015Poor4 out of 103518.7
November 2013Poor4 out of 103518.7
November 2011PoorN out of 103517.6
May 2009PoorN out of 104019.2
September 2007PoorN out of 104018.7
December 2004PoorN out of 104018.7
April 2003PoorN out of 103018.8
March 2001PoorN out of 103018.8
December 1998PoorN out of 103018.8
January 1997PoorN out of 103016.5
April 1994PoorN out of 103018.8
December 1992PoorN out of 103018.8
June 1990PoorN out of 103021.9