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OLD KINGS RD over LITTLE SIX MILE CREEK

Map 

Coordinates:
+30.37083, -81.74639
30°22'15" N, 81°44'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD KINGS RD over LITTLE SIX MILE CREEK
Structure number:724394
Location:0.2MI N OF PICKETVILLE RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.5 ft. [9.3 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:59.4 ft. [18.1 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+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:450 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Equal to present desirable criteria [8]
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:71.4 tons [64.9 metric tons]
Inventory rating:42.7 tons [38.8 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201499.9Not deficientGoodGoodVery Good450
November 201299.8Not deficientGoodGoodVery Good811
November 201099.8Not deficientGoodGoodVery Good811
November 200899.8Not deficientGoodGoodVery Good811
November 200699.8Not deficientGoodVery GoodVery Good811
January 200599.8Not deficientVery GoodVery GoodVery Good811