3860C over CREEK


+35.00056, -98.80151
35°00'02" N, 98°48'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:3860C over CREEK
Structure number:198580000000000
Old structure number:38E1390N2340008 (from 1992 edition)
Location:5.0 S 3.8 E GOTEBO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:97.0
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
August 2017Good8 out of 1010097.0
October 2015Good8 out of 1010097.0
December 2013Good8 out of 1010097.0
November 2011Good8 out of 1010097.0
November 2009Good8 out of 1010097.0
November 2007Good8 out of 1010097.0
February 2006Good8 out of 1010097.0
February 2004Good8 out of 1010097.0
December 2001Good8 out of 1010097.0
November 1999Good8 out of 1010097.0
April 1997Good7 out of 1010097.0
March 1995Good8 out of 1010097.0
April 1992Good7 out of 1010097.0