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I-75-WH VIAD.I-75S over SPRING GROVE AVENUE

Map 

Coordinates:
+39.12389, -84.53528
39°07'26" N, 84°32'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-75-WH VIAD.I-75S over SPRING GROVE AVENUE
Structure number:3109453
Location:1 MI S OF US 52
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.9 ft. [32.9 m]
Total length:221.1 ft. [67.4 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,300 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201696.0GoodGoodGoodGood-8300
April 201596.0GoodGoodGoodGood-8300
August 201496.0GoodGoodGoodGood-8300
November 201396.0GoodGoodGoodGood-8300
November 201296.0GoodGoodGoodGood-8300
October 201196.0GoodGoodGoodGood-8300
November 201096.0FairSatisfactoryGoodGood-8300
October 200996.0FairSatisfactoryGoodGood-8300
December 200896.0FairSatisfactoryGoodSatisfactory-8300
October 200796.0FairSatisfactoryGoodSatisfactory-8300
December 200696.0FairSatisfactoryGoodSatisfactory-8300
November 200596.0GoodGoodGoodGood-8300
November 200496.0GoodGoodVery GoodGood-8300
September 200396.0GoodGoodVery GoodGood-8300
August 200277.0GoodGoodVery GoodVery GoodFO26750
November 200079.0GoodGoodGoodGoodFO26750
September 199979.0GoodGoodGoodGoodFO26750
November 199879.0GoodGoodGoodGoodFO26750
January 199779.0FairGoodSatisfactorySatisfactoryFO26750
February 199677.0FairGoodSatisfactorySatisfactoryFO26750
December 199477.0FairGoodSatisfactoryGoodFO26750
November 199277.0FairGoodSatisfactoryVery GoodFO26750
November 199177.0GoodGoodGoodVery GoodFO26750
February 199177.0GoodGoodGoodVery GoodFO26750