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SH 86 over DIAL CREEK

Map

Coordinates:
+34.59607, -91.20612
34°35'46" N, 91°12'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SH 86 over DIAL CREEK
Structure number:000000000005893
Location:.5 W OF JCT SH 17
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [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: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]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:88.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201688.5GoodGoodGoodVery Good-1100
October 201488.5GoodGoodGoodVery Good-1100
October 201288.5GoodGoodGoodVery Good-1100
December 201088.5GoodGoodGoodVery Good-1100
November 200880.6GoodVery GoodGoodVery Good-1100
November 200680.5GoodVery GoodGoodVery Good-1200
December 200480.7GoodVery GoodGoodVery Good-1000
December 200280.1GoodVery GoodGoodVery Good-1300
December 200079.9GoodVery GoodGoodVery Good-1500
December 199879.9GoodVery GoodGoodVery Good-1500
October 199688.4GoodExcellentExcellentVery Good-500
October 199488.4GoodExcellentExcellentExcellent-500
November 199288.4GoodExcellentExcellentExcellent-500
October 199087.5GoodExcellentExcellentExcellent-1230