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US 65 over PICKLE GAP CREEK

Map

Coordinates:
+35.12538, -92.40131
35°07'31" N, 92°24'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 65 over PICKLE GAP CREEK
Structure number:000000000006051
Location:2.0 MI N OF CONWAY
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1986
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:29,000 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201684.0GoodGoodGoodGood-29000
August 201484.0GoodGoodGoodGood-29000
August 201284.0GoodGoodGoodGood-29000
September 201084.0GoodGoodGoodGood-29000
September 200884.0GoodGoodGoodGood-29000
September 200686.1GoodGoodGoodGood-20900
August 200486.4GoodGoodVery GoodVery Good-20400
July 200286.1GoodVery GoodVery GoodVery Good-21000
September 200086.7GoodVery GoodVery GoodVery Good-20000
August 199886.7GoodVery GoodVery GoodVery Good-20000
September 199684.0GoodVery GoodVery GoodVery Good-26360
July 199484.0GoodVery GoodVery GoodVery Good-26360
August 199284.0GoodVery GoodVery GoodVery Good-26360
August 199084.0GoodExcellentExcellentVery Good-108600