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WEBSTER STREET over MCCOY CREEK

Map 

Coordinates:
+30.32833, -81.70000
30°19'42" N, 81°42'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEBSTER STREET over MCCOY CREEK
Structure number:724274
Location:0.10 MI W OF HOLLYBROOK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.6 ft. [13.3 m]
Total length:43.6 ft. [13.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:391 [as of 2015]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:51.3 tons [46.6 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:89.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201589.5Not deficientGoodGoodGood391
January 201389.5Not deficientGoodGoodGood391
January 201189.5Not deficientGoodGoodGood391
January 200989.4Not deficientGoodGoodGood391
January 200789.4Not deficientGoodGoodGood391
January 200589.4Not deficientGoodGoodGood391
January 200389.4Not deficientGoodGoodGood391
January 200190.9Not deficientGoodGoodGood391
January 199991.4Not deficientGoodGoodGood391
January 199791.4Not deficientGoodGoodGood391
February 199588.9Not deficientVery GoodVery GoodGood391
February 199386.4Not deficientGoodVery GoodGood391
July 199186.4Not deficientGoodVery GoodVery Good391