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WAGGONER RD over DYSART DITCH (WAGGONER)

Map

Coordinates:
+39.98978, -82.79164
39°59'23" N, 82°47'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WAGGONER RD over DYSART DITCH (WAGGONER)
Structure number:2535807
Location:0.3 MI NORTH OF BROAD ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Skew angle:34°
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,440 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Good7 out of 10844097.0
December 2016Good7 out of 10844097.0
December 2015Good7 out of 10201098.8
November 2014Good8 out of 10201099.4
December 2013Good8 out of 10201098.8
December 2012Good8 out of 10201098.8
December 2011Good8 out of 10201099.4
October 2010Good8 out of 10201099.4
July 2009Good8 out of 10201099.4
September 2008Good8 out of 10201099.4
December 2007Good8 out of 10201099.4
January 2007Good8 out of 10201099.4
December 2005Good8 out of 10201099.4
November 2004Good8 out of 10201099.4
October 2003Good8 out of 10201099.4
November 2002Good8 out of 10201099.4
November 2001Good8 out of 10201099.4
October 2000Good8 out of 10201099.4
November 1999Good8 out of 10201099.4
June 1998Good8 out of 10201099.4