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PICKETTVILLE ROAD over CEDAR RIVER

Map 

Coordinates:
+30.32944, -81.76583
30°19'46" N, 81°45'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:2,501 [as of 2013]
Truck traffic:10% 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]
Operating rating:83.7 tons [76.1 metric tons]
Inventory rating:50.2 tons [45.6 metric tons]
Sufficiency rating:98.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$77,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201598.4Not deficient---2501
January 201398.4Not deficient---2501
January 201198.4Not deficient---2501
January 200998.7Not deficient---2501
January 200798.7Not deficient---2501
January 200598.7Not deficient---2501
January 200398.7Not deficient---2501
January 200198.6Not deficient---2501
January 199998.6Not deficient---2501
January 199798.6Not deficient---2501
February 199598.6Not deficient---2501
February 199396.2Not deficient---2501
July 199196.2Not deficient---2501