SH 86 over CREEK


+34.60407, -91.16305
34°36'15" N, 91°09'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 86 over CREEK
Structure number:000000000005894
Location:1.3 MI E SH 17
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1981
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:460 [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:Very Good [8 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 assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201698.4GoodGoodGoodVery Good-460
October 201498.4GoodGoodGoodVery Good-460
October 201298.4GoodVery GoodVery GoodVery Good-490
October 201098.4GoodVery GoodVery GoodVery Good-490
October 200888.5GoodVery GoodVery GoodVery Good-490
November 200680.4GoodVery GoodVery GoodVery Good-790
October 200488.1GoodVery GoodVery GoodVery Good-730
November 200280.0GoodVery GoodVery GoodVery Good-860
December 200080.1GoodVery GoodVery GoodVery Good-780
December 199880.1GoodVery GoodVery GoodVery Good-780
October 199689.3GoodExcellentExcellentVery Good-385
October 199489.3GoodExcellentExcellentExcellent-385
November 199289.3GoodExcellentExcellentExcellent-385
October 199087.3GoodExcellentExcellentExcellent-962