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AC SKINNER PKWY EB over POTTSBURG CREEK

Map 

Coordinates:
+30.24833, -81.57472
30°14'54" N, 81°34'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AC SKINNER PKWY EB over POTTSBURG CREEK
Structure number:724212
Location:0.6 MI E OF BELFORT RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.0 ft. [13.4 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,001 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:72.2 tons [65.6 metric tons]
Inventory rating:43.3 tons [39.4 metric tons]
Sufficiency rating:97.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201797.8GoodVery GoodVery GoodVery Good-5001
January 201597.8GoodVery GoodVery GoodVery Good-5001
January 201397.8GoodVery GoodVery GoodVery Good-5001
January 201197.8GoodVery GoodVery GoodVery Good-5001
January 200997.5GoodVery GoodVery GoodVery Good-5001
January 200797.5GoodVery GoodVery GoodVery Good-5001