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AUGUST DRIVE over WYNN'S CREEK

Map 

Coordinates:
+30.40917, -81.57750
30°24'33" N, 81°34'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AUGUST DRIVE over WYNN'S CREEK
Structure number:724322
Location:0.2 MI S OF HECKSCHER DR.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.2 ft. [9.2 m]
Total length:90.2 ft. [27.5 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:City or Municipal Highway Agency [04]
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:851 [as of 2014]
Truck traffic:80% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:87.1 tons [79.2 metric tons]
Inventory rating:72.3 tons [65.7 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201499.9Not deficientGoodGoodSatisfactory851
May 201299.9Not deficientGoodGoodSatisfactory851
May 201099.9Not deficientGoodGoodSatisfactory851
December 200899.9Not deficientGoodGoodSatisfactory851
December 200699.9Not deficientGoodGoodSatisfactory851
December 200497.9Not deficientGoodGoodSatisfactory851
December 200297.9Not deficientGoodGoodSatisfactory851
December 200099.9Not deficientGoodGoodGood851
December 199899.9Not deficientGoodGoodGood851
December 199699.9Not deficientGoodGoodGood851
December 199499.9Not deficientGoodGoodGood851
December 199299.8Not deficientVery GoodVery GoodGood851
December 199099.8Not deficient-Very GoodGood851