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ALTA/YELLOW BLUFF over RUSHING BRANCH

Map 

Coordinates:
+30.45500, -81.57889
30°27'18" N, 81°34'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALTA/YELLOW BLUFF over RUSHING BRANCH
Structure number:724388
Location:1 MI NORTH OF FAYE RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:45.6 ft. [13.9 m]
Total length:455.1 ft. [138.7 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:10
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:71.1 tons [64.6 metric tons]
Inventory rating:42.5 tons [38.6 metric tons]
Sufficiency rating:99.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201499.4Not deficientGoodVery GoodGood2500
December 201299.8Not deficientGoodVery GoodGood881
December 201099.8Not deficientGoodVery GoodGood881
December 200899.8Not deficientGoodVery GoodGood881
December 200699.8Not deficientGoodVery GoodGood881
December 200499.8Not deficientGoodVery GoodGood881
December 200299.8Not deficientGoodVery GoodGood881
December 200096.4Not applicableGoodVery GoodVery Good7731