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670 RAMP SA over 670 RAMP C OVER SCIOTO R

Map

Coordinates:
+39.96806, -83.04444
39°58'05" N, 83°02'40" 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:12.1 ft. [3.7 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 2016

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:Excellent [9 out of 9]
Substructure condition:Excellent [9 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: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:24.6 tons [22.4 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:65.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201665.4GoodVery GoodExcellentExcellent-35950
November 201565.4GoodVery GoodExcellentExcellent-35950
May 201485.0GoodVery GoodExcellentExcellent-35950
August 201365.4GoodVery GoodExcellentExcellent-35950
November 201265.4GoodExcellentExcellentExcellent-35950
October 201165.4GoodExcellentExcellentExcellent-35950
July 201046.4GoodExcellentExcellentExcellent-35950
August 200946.2GoodExcellentExcellentExcellent-35950
November 200846.2GoodExcellentExcellentExcellent-35950
November 200746.2GoodExcellentExcellentExcellent-35950
March 200646.2GoodExcellentExcellentExcellent-35950
November 200446.2GoodExcellentExcellentExcellent-35950
November 20027.0GoodExcellentExcellentExcellent-18070

Element Data

Source: National Bridge Elements dataset, 2016 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.8686000
Reinforced Concrete Pier Caplinear ft.128128000
Joints
Strip Seal Jointlinear ft.6161000
Bearings
Elastomeric Bearingeach1515000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.877877000