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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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201596.0Not deficientVery GoodVery GoodVery Good601
July 201396.0Not deficientVery GoodVery GoodVery Good601
July 201196.0Not deficientVery GoodVery GoodVery Good601
July 200996.0Not deficientVery GoodVery GoodVery Good601
July 200795.9Not deficientVery GoodVery GoodVery Good601
July 200595.9Not deficientVery GoodVery GoodVery Good601