315N TO 670E RAMP over SR-315N-670E OVR OLENTAN


+39.96806, -83.02194
39°58'05" N, 83°01'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:315N TO 670E RAMP over SR-315N-670E OVR OLENTAN
Structure number:2515105
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.0 ft. [32.6 m]
Total length:388.8 ft. [118.5 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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: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:40,980 [as of 2003]
Truck traffic:13% 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201685.0GoodVery GoodExcellentExcellent-40980
October 201585.0GoodVery GoodExcellentExcellent-40980
October 201485.0GoodVery GoodExcellentExcellent-40980
September 201385.0GoodVery GoodExcellentExcellent-40980
August 201285.0GoodExcellentExcellentExcellent-40980
November 201185.0GoodExcellentExcellentExcellent-40980
October 201085.0GoodExcellentExcellentExcellent-40980
November 200985.0GoodExcellentExcellentExcellent-40980
October 200885.0GoodExcellentExcellentExcellent-40980
October 200785.0GoodExcellentExcellentExcellent-40980
March 200685.0GoodExcellentExcellentExcellent-40980
December 200485.0GoodExcellentExcellentExcellent-40980
December 200385.0GoodExcellentExcellentExcellent-51390
November 200226.0GoodExcellentExcellentExcellent-51390