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MT VERNON DRIVE over WILLIS BRANCH

Map 

Coordinates:
+30.28667, -81.76194
30°17'12" N, 81°45'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MT VERNON DRIVE over WILLIS BRANCH
Structure number:724358
Location:0.1MI N OF HYDE GROVE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1987
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,051 [as of 2016]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201683.4GoodGoodGoodGood-1051
July 201483.4GoodGoodGoodGood-1051
July 201283.4GoodGoodGoodGood-1051
July 201083.4GoodGoodGoodGood-1051
July 200883.3GoodGoodGoodGood-1051
July 200683.3GoodGoodGoodGood-1051
July 200483.3GoodGoodGoodGood-1051
July 200283.3GoodGoodGoodGood-1051
July 200084.3GoodGoodGoodGood-1051
July 199885.5GoodGoodGoodGood-1051
July 199685.6GoodGoodGoodGood-1051
August 199485.6GoodGoodGoodGood-1051
August 199286.6GoodGoodGoodGood-1051
September 199086.6GoodGoodGoodGood-1051