Share:

OLD KINGS RD over TROUT RIVER

Map 

Coordinates:
+30.43139, -81.76889
30°25'53" N, 81°46'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD KINGS RD over TROUT RIVER
Structure number:724395
Location:50 FT N OF DUNN AVE
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 22.5 / HS 25 [9]
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: March 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2015]
Truck traffic:1% 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:Better than present minimum criteria [7]
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:42.8 tons [38.9 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201599.8GoodGoodGoodVery Good-4000
March 201399.8GoodGoodGoodVery Good-5001
March 201197.0GoodGoodGoodVery Good-5001
May 200999.3GoodGoodGoodVery Good-5001
May 200799.3GoodVery GoodVery GoodVery Good-5001
May 200599.3GoodVery GoodVery GoodVery Good-5001