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

Map 

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

Facts 

Name:315N TO 670E RAMP over SR-315N-670E OVR OLENTAN
Structure number:2515105
Location:COLUMBUS
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: October 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201585.0Not deficientVery GoodExcellentExcellent40980
October 201485.0Not deficientVery GoodExcellentExcellent40980
September 201385.0Not deficientVery GoodExcellentExcellent40980
August 201285.0Not deficientExcellentExcellentExcellent40980
November 201185.0Not deficientExcellentExcellentExcellent40980
October 201085.0Not deficientExcellentExcellentExcellent40980
November 200985.0Not deficientExcellentExcellentExcellent40980
October 200885.0Not deficientExcellentExcellentExcellent40980
October 200785.0Not deficientExcellentExcellentExcellent40980
March 200685.0Not deficientExcellentExcellentExcellent40980
December 200485.0Not deficientExcellentExcellentExcellent40980
December 200385.0Not deficientExcellentExcellentExcellent51390
November 200226.0Not deficientExcellentExcellentExcellent51390