Share:

CO RD 18-F over Choctaw Creek

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+35.50806, -92.47139
35°30'29" N, 92°28'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 18-F over Choctaw Creek
Structure number:000000000021006
Location:.1 MILE EAST JCT SH 9
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.8 ft. [10.6 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:9.8 ft. [3.0 m]
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Orthotropic [08]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Other [9]

Latest Available Inspection: July 2011

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:41 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2011FairFairFairFair4158.0
July 2009FairFairFairFair4164.0
August 2007FairFairSatisfactorySatisfactory4175.0
July 2005FairFairSatisfactorySatisfactory4175.0
July 2003FairSatisfactoryGoodSatisfactory4176.0
July 2001GoodVery GoodVery GoodGood4176.0
August 1999GoodVery GoodVery GoodVery Good4176.0
July 1997GoodVery GoodVery GoodVery Good4176.0
September 1995GoodVery GoodVery GoodVery Good4176.0
September 1993GoodVery GoodVery GoodVery Good4176.0
July 1991GoodVery GoodVery GoodVery Good4176.0