SR315 TO 670EB over OVER FRA-315-0216


+39.97722, -83.02111
39°58'38" N, 83°01'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR315 TO 670EB over OVER FRA-315-0216
Structure number:2515237
Purpose:Carries highway over highway and waterway
Route classification:Collector (Urban) [17]
Length of largest span:143.1 ft. [43.6 m]
Total length:794.7 ft. [242.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
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:96,910 [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:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:73.4 tons [66.7 metric tons]
Inventory rating:44.2 tons [40.2 metric tons]
Sufficiency rating:83.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201683.0GoodVery GoodExcellentExcellent-96910
October 201581.0GoodVery GoodExcellentExcellentFO96910
October 201481.0GoodVery GoodExcellentExcellentFO96910
September 201381.0GoodVery GoodExcellentExcellentFO96910
September 201281.0GoodVery GoodExcellentExcellentFO96910
November 201181.0GoodVery GoodExcellentExcellentFO96910
October 201081.0GoodVery GoodExcellentExcellentFO108200
November 200981.0GoodVery GoodExcellentExcellentFO108200
October 200881.0GoodVery GoodExcellentExcellentFO108200
October 200781.0GoodExcellentExcellentExcellentFO108200
March 200626.0GoodExcellentExcellentExcellentFO89970
January 200526.0GoodExcellentExcellentExcellentFO89970
December 200326.0GoodExcellentExcellentExcellentFO84800
December 200226.0GoodExcellentExcellentExcellent-84800