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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:0.1 M 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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,051 [as of 2014]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201483.4Not deficientGoodGoodGood1051
July 201283.4Not deficientGoodGoodGood1051
July 201083.4Not deficientGoodGoodGood1051
July 200883.3Not deficientGoodGoodGood1051
July 200683.3Not deficientGoodGoodGood1051
July 200483.3Not deficientGoodGoodGood1051
July 200283.3Not deficientGoodGoodGood1051
July 200084.3Not deficientGoodGoodGood1051
July 199885.5Not deficientGoodGoodGood1051
July 199685.6Not deficientGoodGoodGood1051
August 199485.6Not deficientGoodGoodGood1051
August 199286.6Not deficientGoodGoodGood1051
September 199086.6Not deficientGoodGoodGood1051