670W TO 315S RAMP over 670W TO 315S OVR OLENTAN


+39.96833, -83.02250
39°58'06" N, 83°01'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:670W TO 315S RAMP over 670W TO 315S OVR OLENTAN
Structure number:2505983
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:121.4 ft. [37.0 m]
Total length:832.4 ft. [253.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:41°
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:8
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:45,981 [as of 2003]
Truck traffic:2% 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
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. ratingEvaluationDeckSuper.Sub.ADT
November 201585.0Not deficientVery GoodExcellentExcellent45981
October 201485.0Not deficientVery GoodExcellentExcellent45981
September 201385.0Not deficientExcellentExcellentExcellent45981
November 201285.0Not deficientExcellentExcellentExcellent45981
October 201185.0Not deficientExcellentExcellentExcellent45981
June 201085.0Not deficientExcellentExcellentExcellent45981
August 200985.0Not deficientExcellentExcellentExcellent45981
November 200885.0Not deficientExcellentExcellentExcellent45981
November 200781.0Not deficientExcellentExcellentExcellent45981
March 200685.0Not deficientExcellentExcellentExcellent45981
December 200485.0Not deficientExcellentExcellentExcellent45981
November 200228.5Not deficientExcellentExcellentExcellent8589