SR-315 over RAMPS TO SR-315 NB & SB


+39.99583, -83.02472
39°59'45" N, 83°01'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-315 over RAMPS TO SR-315 NB & SB
Structure number:2515423
Location:3.48 MI N OF N I70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:69.9 ft. [21.3 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:102.4 ft. [31.2 m]
Deck width edge-to-edge:105.3 ft. [32.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:102,217 [as of 2015]
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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:68.8 tons [62.5 metric tons]
Sufficiency rating:89.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201689.3GoodVery GoodExcellentVery Good-102217
November 201590.8GoodVery GoodExcellentVery Good-86875
October 201490.8GoodExcellentExcellentVery Good-86875
October 201390.8GoodExcellentExcellentVery Good-86875
September 201290.8GoodExcellentExcellentVery Good-86875
November 201190.8GoodExcellentExcellentVery Good-86875
October 201089.3GoodExcellentExcellentVery Good-102090
November 200982.7FairSatisfactorySatisfactorySatisfactory-100650
October 200882.7FairSatisfactorySatisfactorySatisfactory-100650
November 200782.7FairSatisfactorySatisfactorySatisfactory-100650
March 200683.1FairSatisfactorySatisfactorySatisfactory-96519
February 200584.3FairSatisfactorySatisfactorySatisfactory-84800
December 200384.3FairSatisfactorySatisfactorySatisfactory-84800
October 200283.7FairSatisfactorySatisfactorySatisfactory-90890
November 199983.7FairSatisfactorySatisfactorySatisfactory-90890
October 199885.9FairSatisfactorySatisfactorySatisfactory-90890
August 199684.6FairSatisfactorySatisfactorySatisfactory-104460
November 199586.7FairSatisfactorySatisfactorySatisfactory-104460
October 199486.7FairSatisfactorySatisfactorySatisfactory-104460
August 199386.7FairSatisfactorySatisfactorySatisfactory-104460
August 199285.6FairFairSatisfactorySatisfactory-104460
August 199186.7FairSatisfactorySatisfactorySatisfactory-104460