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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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