SB 315 over SB 315 OVER BIKEWAY


+39.98278, -83.02194
39°58'58" N, 83°01'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SB 315 over SB 315 OVER BIKEWAY
Structure number:2515245
Location:2.55 MI N OF I70
Purpose:Carries highway over pedestrian/bicycle trail
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:91.9 ft. [28.0 m]
Total length:220.8 ft. [67.3 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1969
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:48,455 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:95.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201695.5GoodVery GoodExcellentVery Good-48455
November 201595.5GoodVery GoodExcellentVery Good-48455
October 201495.5GoodVery GoodExcellentVery Good-48455
September 201395.5GoodVery GoodExcellentVery Good-48455
September 201295.5GoodExcellentExcellentExcellent-48455
November 201195.5GoodExcellentExcellentExcellent-48455
October 201094.8GoodGoodGoodGood-55990
November 200994.9GoodGoodGoodGood-54100
October 200894.9GoodGoodGoodGood-54100
October 200794.9GoodGoodGoodGood-54100
March 200695.8GoodGoodGoodGood-44985
January 200591.6GoodGoodGoodGoodFO44985
December 200391.8GoodGoodGoodGoodFO42400
October 200292.2GoodGoodGoodGoodFO38450
November 199994.3GoodGoodGoodGood-38450
October 199896.4GoodGoodGoodGood-38450
August 199691.0FairSatisfactoryVery GoodSatisfactory-96310
November 199592.8FairSatisfactoryVery GoodSatisfactory-96310
October 199492.8FairSatisfactoryVery GoodSatisfactory-96310
August 199392.8FairSatisfactoryVery GoodSatisfactory-96310
August 199279.6FairFairVery GoodFair-96310
August 199179.6FairFairVery GoodFair-96310