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670EB RAMP TO US33 over 670 RAMP SE OVER SCIOTO

Map

Coordinates:
+39.96639, -83.02528
39°57'59" N, 83°01'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:670EB RAMP TO US33 over 670 RAMP SE OVER SCIOTO
Structure number:2505878
Location:IR670EB RAMP TO USR33
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:96.5 ft. [29.4 m]
Total length:449.2 ft. [136.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:
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:5
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:38,870 [as of 2003]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:24.6 tons [22.4 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:54.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201654.5GoodExcellentExcellentExcellentFO38870
November 201554.5GoodExcellentExcellentExcellentFO38870
October 201485.0GoodExcellentExcellentExcellent-38870
September 201354.5GoodExcellentExcellentExcellentFO38870
November 201254.5GoodExcellentExcellentExcellentFO38870
October 201154.5GoodExcellentExcellentExcellentFO38870
June 201054.5GoodExcellentExcellentExcellent-38870
August 200954.3GoodExcellentExcellentExcellent-38870
November 200854.3GoodExcellentExcellentExcellent-38870
November 200754.3GoodExcellentExcellentExcellent-38870
March 200654.3GoodExcellentExcellentExcellent-38870
November 200454.3GoodExcellentExcellentExcellent-38870
November 200226.0GoodExcellentExcellentExcellent-18070

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,6942,694000
Deck
Reinforced Concrete Decksq. ft.18,93418,18475000
Substructure
Reinforced Concrete Pier Walllinear ft.8080000
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pier Caplinear ft.170170000
Joints
Strip Seal Jointlinear ft.8585000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.898898000