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CENTURY STREET over STRAWBERRY CREEK

Map 

Coordinates:
+30.32389, -81.56667
30°19'26" N, 81°34'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTURY STREET over STRAWBERRY CREEK
Structure number:724396
Location:0.1MI S OF ARLINGTON XPWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:75.1 ft. [22.9 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:26.9 ft. [8.2 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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:601 [as of 2015]
Truck traffic:10% 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: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 minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:82.3 tons [74.8 metric tons]
Inventory rating:49.3 tons [44.8 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201596.0GoodVery GoodVery GoodVery Good-601
July 201396.0GoodVery GoodVery GoodVery Good-601
July 201196.0GoodVery GoodVery GoodVery Good-601
July 200996.0GoodVery GoodVery GoodVery Good-601
July 200795.9GoodVery GoodVery GoodVery Good-601
July 200595.9GoodVery GoodVery GoodVery Good-601