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WAGGONER RD over DYSART DITCH (WAGGONER)

Map

Coordinates:
+39.99000, -82.79167
39°59'24" N, 82°47'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2016

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]
Operating rating:56.3 tons [51.2 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:97.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201697.0Good7 out of 10-8440
December 201598.8Good7 out of 10-2010
November 201499.4Good8 out of 10-2010
December 201398.8Good8 out of 10-2010
December 201298.8Good8 out of 10-2010
December 201199.4Good8 out of 10-2010
October 201099.4Good8 out of 10-2010
July 200999.4Good8 out of 10-2010
September 200899.4Good8 out of 10-2010
December 200799.4Good8 out of 10-2010
January 200799.4Good8 out of 10-2010
December 200599.4Good8 out of 10-2010
November 200499.4Good8 out of 10-2010
October 200399.4Good8 out of 10-2010
November 200299.4Good8 out of 10-2010
November 200199.4Good8 out of 10-2010
October 200099.4Good8 out of 10-2010
November 199999.4Good8 out of 10-2010
June 199899.4Good8 out of 10-2010