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RAMP F:670W TO 71S over RAMP F OVER 670W/UNDER 7

Map

Coordinates:
+39.97083, -82.98583
39°58'15" N, 82°59'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RAMP F:670W TO 71S over RAMP F OVER 670W/UNDER 7
Structure number:2506432
Location:RAMP F: 670W TO 71S
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.0 ft. [37.5 m]
Total length:443.6 ft. [135.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1995
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: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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:56,490 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:77.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201677.0GoodVery GoodVery GoodExcellent-56490
December 201577.0GoodVery GoodVery GoodExcellent-56490
November 201477.0GoodVery GoodVery GoodExcellent-56490
September 201377.0GoodVery GoodExcellentExcellent-56490
November 201277.0GoodExcellentExcellentExcellent-56490
November 201177.0GoodExcellentExcellentExcellent-56490
June 201077.0GoodExcellentExcellentExcellent-56605
August 200977.0GoodExcellentExcellentExcellent-56605
November 200877.0GoodExcellentExcellentExcellent-56605
November 200777.0GoodExcellentExcellentExcellent-56605
March 200616.0GoodExcellentExcellentExcellentFO55900
200016.0----FO55900