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SR 315 over SCIOTO R./RICKENBACKER D

Map 

Coordinates:
+39.96250, -83.01944
39°57'45" N, 83°01'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 315 over SCIOTO R./RICKENBACKER D
Structure number:2515075
Location:100 YARDS SOF US 33
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:107.9 ft. [32.9 m]
Total length:397.3 ft. [121.1 m]
Roadway width between curbs:132.9 ft. [40.5 m]
Deck width edge-to-edge:135.8 ft. [41.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:2001
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
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:82,970 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201580.0Not deficientVery GoodGoodVery Good82970
October 201480.0Not deficientVery GoodGoodVery Good82970
September 201380.0Not deficientVery GoodGoodVery Good82970
August 201280.0Not deficientVery GoodGoodVery Good82970
November 201180.0Not deficientVery GoodGoodVery Good82970
July 201080.0Not deficientVery GoodGoodVery Good73730
November 200980.0Not deficientExcellentExcellentExcellent73730
July 200880.0Not deficientExcellentExcellentExcellent73730
October 200780.0Not deficientExcellentExcellentExcellent73730
March 200680.0Not deficientExcellentExcellentExcellent46890
November 200480.0Not deficientExcellentExcellentExcellent46890
December 200380.0Not deficientExcellentExcellentExcellent57280
October 200226.0Not deficientExcellentExcellentExcellent51957