N4200 over CREEK


+36.71199, -95.52186
36°42'43" N, 95°31'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N4200 over CREEK
Structure number:176140000000000
Old structure number:53N4200E0210002 (from 1992 edition)
Location:6.0 MI E OF US 60
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Owner:County Highway Agency [02]
Year built:1970
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$225,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good8 out of 1010095.8
May 2014Good8 out of 1010097.0
May 2012Good8 out of 1010095.8
August 2010Good8 out of 1010095.8
July 2008Good8 out of 1010097.0
January 2006Good8 out of 1010097.0
January 2004Good8 out of 1010097.0
August 2001Good8 out of 1010097.0
August 1999Good7 out of 1010097.0
August 1997Good7 out of 1010097.0
September 1995Good8 out of 1010097.0
June 1993Good7 out of 1010097.0
May 1991Good7 out of 1010097.0