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PICKETTVILLE ROAD over CEDAR RIVER

Map

Coordinates:
+30.32951, -81.76676
30°19'46" N, 81°46'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PICKETTVILLE ROAD over CEDAR RIVER
Structure number:724054
Location:0.60 MI NORTH OF US 90
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:13.5 ft. [4.1 m]
Total length:39.7 ft. [12.1 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,200 [as of 2015]
Truck traffic:1% of total traffic
Structural 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Sufficiency rating:97.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$77,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10520097.8
January 2015Good7 out of 10250198.4
January 2013Good7 out of 10250198.4
January 2011Good7 out of 10250198.4
January 2009Good7 out of 10250198.7
January 2007Good7 out of 10250198.7
January 2005Good7 out of 10250198.7
January 2003Good7 out of 10250198.7
January 2001Fair6 out of 10250198.6
January 1999Fair6 out of 10250198.6
January 1997Fair6 out of 10250198.6
February 1995Fair6 out of 10250198.6
February 1993Fair6 out of 10250196.2
July 1991Fair6 out of 10250196.2