+39.95333, -82.96083
39°57'12" N, 82°57'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILLER AVE over IR 70
Structure number:2504952
Location:0.07 MI. E. OF MILLER AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:71.5 ft. [21.8 m]
Total length:247.7 ft. [75.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,245 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:29.6 tons [26.9 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:89.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201689.0FairSatisfactoryVery GoodGoodFO7245
June 201588.6FairSatisfactoryVery GoodGoodFO11400
June 201488.6FairSatisfactoryVery GoodGoodFO11400
May 201388.6GoodGoodVery GoodGoodFO11400
April 201288.6GoodGoodVery GoodGoodFO11400
June 201188.6GoodGoodVery GoodGoodFO11400
June 201088.6GoodGoodVery GoodGoodFO11400
September 200988.7GoodVery GoodVery GoodGoodFO11400
November 200888.7GoodVery GoodVery GoodGoodFO11400
October 200786.7GoodVery GoodVery GoodGoodFO11400
March 200686.7GoodVery GoodVery GoodGoodFO11400
March 200586.7GoodVery GoodVery GoodGoodFO11400
August 200386.7GoodVery GoodVery GoodGoodFO11400
September 200289.8GoodExcellentExcellentVery GoodFO900
March 200086.8FairFairSatisfactorySatisfactoryFO900
December 199886.8FairFairSatisfactorySatisfactoryFO900
July 199690.8FairFairSatisfactorySatisfactory-900
September 199577.8FairFairSatisfactoryFairFO900
August 199477.8FairFairSatisfactoryFairFO900
June 199377.8FairFairSatisfactoryFairFO900
June 199277.8FairFairSatisfactoryFairFO900
May 199177.8FairFairSatisfactoryFairFO900