GROVES ROAD over (O) Carr Ditch


+39.93000, -82.88000
39°55'48" N, 82°52'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GROVES ROAD over (O) Carr Ditch
Structure number:2562022
Location:400 FT W/HAMILTON RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:25.9 ft. [7.9 m]
Skew angle:15°
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:2
Main spans material:Concrete [1]
Main spans 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:7,245 [as of 2015]
Truck traffic:5% 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 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:46.9 tons [42.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.3

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201697.3Good7 out of 10-7245
December 201598.1Good7 out of 10-3990
November 201498.1Good7 out of 10-3990
May 201398.1Good7 out of 10-3990
July 201298.1Good8 out of 10-3990
July 201198.1Good8 out of 10-3990
June 201099.1Good8 out of 10-3990
October 200799.1Good8 out of 10-3990
August 200699.1Good8 out of 10-3990
September 200599.1Good8 out of 10-3990
July 200499.1Good8 out of 10-3990
October 200299.1Good8 out of 10-3990
October 200199.1Good8 out of 10-3990
November 200099.1Good8 out of 10-3990
October 199899.1Good8 out of 10-3990
September 199799.1Good8 out of 10-3990
August 199699.1Good8 out of 10-3990
June 199599.1Good8 out of 10-3990
September 199499.1Good8 out of 10-3990
September 199399.1Good8 out of 10-3990
October 199299.1Good8 out of 10-3990
November 199199.1Good8 out of 10-3990