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OLD KINGS ROAD over NINE MILE CREEK

Map 

Coordinates:
+30.40583, -81.75611
30°24'21" N, 81°45'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD KINGS ROAD over NINE MILE CREEK
Structure number:724392
Location:0.7 MI S OF TROUT RIVER B
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:22.3 ft. [6.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:37.3 tons [33.9 metric tons]
Inventory rating:22.3 tons [20.3 metric tons]
Sufficiency rating:69.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201469.7Not deficient---4000
July 201269.8Not deficient---3395
July 201070.1Not deficient---3395
July 200869.6Not deficient---3395
July 200669.6Not deficient---3395
July 200484.7Not deficient---3395
July 200284.7Not deficient---3395
May 200183.7Not deficient---3395