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FAS 4018 over CREEK

Map

Coordinates:
+34.80384, -94.84613
34°48'14" N, 94°50'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 4018 over CREEK
Structure number:156110000000000
Location:6.0 S, 1.2 E SUMMERFIELD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2016]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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: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:96.9
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
February 2017Good7 out of 1015096.9
January 2015Good7 out of 1015096.9
July 2013Good7 out of 1015096.9
July 2011Good7 out of 1015096.9
July 2009Good7 out of 1015096.9
May 2007Good7 out of 1015096.9
March 2005Good7 out of 1015096.9
April 2003Good7 out of 1015096.9
May 2001Good7 out of 1015096.9
May 1999Good7 out of 1015086.7
June 1997Good7 out of 1015086.7
July 1995Good8 out of 1015096.9
August 1993Good7 out of 1015096.8
January 1992Good7 out of 1010096.8