Share:

670 RAMP SA over 670 RAMP C OVER SCIOTO R

Map

Coordinates:
+39.96697, -83.04512
39°58'01" N, 83°02'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:670 RAMP SA over 670 RAMP C OVER SCIOTO R
Structure number:2505746
Location:EAST OF GRANDVIEW AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:438.7 ft. [133.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2002
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: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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:35,950 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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]
Sufficiency rating:65.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good3595065.4
October 2016GoodVery GoodExcellentExcellent3595065.4
November 2015GoodVery GoodExcellentExcellent3595065.4
May 2014GoodVery GoodExcellentExcellent3595085.0
August 2013GoodVery GoodExcellentExcellent3595065.4
November 2012GoodExcellentExcellentExcellent3595065.4
October 2011GoodExcellentExcellentExcellent3595065.4
July 2010GoodExcellentExcellentExcellent3595046.4
August 2009GoodExcellentExcellentExcellent3595046.2
November 2008GoodExcellentExcellentExcellent3595046.2
November 2007GoodExcellentExcellentExcellent3595046.2
March 2006GoodExcellentExcellentExcellent3595046.2
November 2004GoodExcellentExcellentExcellent3595046.2
November 2002GoodExcellentExcellentExcellent180707.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3161,316000
Deck
Reinforced Concrete Decksq. ft.13,22913,12910000
Substructure
Reinforced Concrete Pier Walllinear ft.5252000
Reinforced Concrete Abutmentlinear ft.8682400
Reinforced Concrete Pier Caplinear ft.128128000
Joints
Strip Seal Jointlinear ft.6161000
Bearings
Elastomeric Bearingeach1515000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.87767720000