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SH 86 over BIG CYPRESS CREEK RELIEF

Map

Coordinates:
+34.60354, -91.09006
34°36'13" N, 91°05'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SH 86 over BIG CYPRESS CREEK RELIEF
Structure number:000000000005896
Location:3.17 MI W US 49
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 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:2
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:320 [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:Equal to present minimum criteria [6]
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:99.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201699.8GoodGoodGoodVery Good-320
October 201499.8GoodGoodGoodVery Good-320
October 201299.7GoodGoodGoodVery Good-340
October 201099.7GoodGoodGoodVery Good-340
October 200889.9GoodVery GoodVery GoodVery Good-340
November 200688.8GoodVery GoodVery GoodVery Good-460
October 200488.8GoodVery GoodVery GoodVery Good-430
November 200288.5GoodVery GoodVery GoodVery Good-420
November 200088.5GoodVery GoodVery GoodVery Good-430
November 199888.5GoodVery GoodVery GoodVery Good-430
October 199689.7GoodExcellentExcellentVery Good-175
October 199489.7GoodExcellentExcellentExcellent-175
November 199289.7GoodExcellentExcellentExcellent-175
October 199095.7GoodExcellentExcellentExcellent-427