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US 65 over Archey Fork Creek

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

Map

Coordinates:
+35.60446, -92.45962
35°36'16" N, 92°27'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 65 over Archey Fork Creek
Structure number:000000000003694
Location:.86 MI NO JCT.SH 95
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:65.0 ft. [19.8 m]
Total length:327.1 ft. [99.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:52.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2014FairFairFairSatisfactory1200052.9
January 2012FairFairFairSatisfactory1500052.9
January 2010FairFairFairSatisfactory1300052.9
January 2008FairFairFairSatisfactory1250052.9
February 2006FairFairSatisfactorySatisfactory1180064.9
January 2004FairFairGoodGood1300063.9
January 2002GoodVery GoodVery GoodGood1200064.9
January 2000GoodGoodVery GoodGood1200064.9
February 1998GoodGoodVery GoodGood1200064.9
March 1996GoodGoodVery GoodGood445564.9
March 1994GoodGoodVery GoodGood445564.9
February 1992GoodGoodVery GoodGood445564.9
March 1990GoodVery GoodVery GoodGood317567.8