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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 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:391 [as of 2017]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201789.5GoodGoodGoodGood-391
January 201589.5GoodGoodGoodGood-391
January 201389.5GoodGoodGoodGood-391
January 201189.5GoodGoodGoodGood-391
January 200989.4GoodGoodGoodGood-391
January 200789.4GoodGoodGoodGood-391
January 200589.4GoodGoodGoodGood-391
January 200389.4GoodGoodGoodGood-391
January 200190.9GoodGoodGoodGood-391
January 199991.4GoodGoodGoodGood-391
January 199791.4GoodGoodGoodGood-391
February 199588.9GoodVery GoodVery GoodGood-391
February 199386.4GoodGoodVery GoodGood-391
July 199186.4GoodGoodVery GoodVery Good-391