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US-90 (SR-212) over CEDAR SWAMP CREEK

Map 

Coordinates:
+30.28722, -81.49250
30°17'14" N, 81°29'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-90 (SR-212) over CEDAR SWAMP CREEK
Structure number:720067
Location:1 MI. E.OF FCCJ ENTRANCE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1949
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:48,500 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.5 tons [63.2 metric tons]
Inventory rating:41.7 tons [37.9 metric tons]
Sufficiency rating:70.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201470.0Not deficient---48500
June 201270.0Not deficient---45500
June 201070.0Not deficient---50500
June 200870.0Not deficient---48000
June 200670.0Not deficient---50000
June 200469.8Not deficient---47500
July 200269.8Not deficient---40500
July 200069.8Not deficient---46500
July 199869.8Not deficient---39500
July 199669.7Not deficient---37500
July 199469.7Not deficient---35000
July 199269.7Not deficient---32156
August 199069.7Not deficient---29740