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HUFFMAN BLVD over CEDAR SWAMP CREEK

Map 

Coordinates:
+30.29500, -81.50472
30°17'42" N, 81°30'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HUFFMAN BLVD over CEDAR SWAMP CREEK
Structure number:724220
Location:0.5 MI NORTH OF US 90
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.6 ft. [8.1 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]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:801 [as of 2015]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:36.9 tons [33.5 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:83.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201583.6Not deficient---801
March 201383.6Not deficient---801
March 201184.6Not deficient---801
April 200984.7Not deficient---801
April 200784.7Not deficient---801
April 200584.7Not deficient---801