Share:

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 continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2015]
Truck traffic:24% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.9GoodGoodGoodGood-450
November 201499.9GoodGoodGoodVery Good-450
November 201299.8GoodGoodGoodVery Good-811
November 201099.8GoodGoodGoodVery Good-811
November 200899.8GoodGoodGoodVery Good-811
November 200699.8GoodGoodVery GoodVery Good-811
January 200599.8GoodVery GoodVery GoodVery Good-811