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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:89,543 [as of 2015]
Truck traffic:4% 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201680.0GoodVery GoodGoodVery Good-89543
October 201580.0GoodVery GoodGoodVery Good-82970
October 201480.0GoodVery GoodGoodVery Good-82970
September 201380.0GoodVery GoodGoodVery Good-82970
August 201280.0GoodVery GoodGoodVery Good-82970
November 201180.0GoodVery GoodGoodVery Good-82970
July 201080.0GoodVery GoodGoodVery Good-73730
November 200980.0GoodExcellentExcellentExcellent-73730
July 200880.0GoodExcellentExcellentExcellent-73730
October 200780.0GoodExcellentExcellentExcellent-73730
March 200680.0GoodExcellentExcellentExcellent-46890
November 200480.0GoodExcellentExcellentExcellent-46890
December 200380.0GoodExcellentExcellentExcellent-57280
October 200226.0GoodExcellentExcellentExcellent-51957

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Decksq. ft.53,88553,885000
Substructure
Reinforced Concrete Pier Walllinear ft.192192000
Reinforced Concrete Abutmentlinear ft.280280000
Reinforced Concrete Pier Caplinear ft.407407000
Bearings
Elastomeric Bearingeach392392000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.79531947600