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INTERSTATE 670 over RAMP OVER SECOND AVE

Map

Coordinates:
+39.98139, -82.98444
39°58'53" N, 82°59'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:INTERSTATE 670 over RAMP OVER SECOND AVE
Structure number:2506467
Location:RAMP-IR670 WB TO IR71NB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.1 ft. [16.8 m]
Total length:139.8 ft. [42.6 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:12°
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:111,799 [as of 2015]
Truck traffic:15% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:43.1 tons [39.2 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:40.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201640.7GoodVery GoodExcellentExcellentFO111799
July 201540.7GoodVery GoodExcellentExcellentFO31850
July 201462.0GoodVery GoodExcellentExcellentFO31850
May 201342.8GoodVery GoodExcellentExcellentFO31850
June 201242.8GoodVery GoodExcellentExcellentFO31850
July 201142.8GoodVery GoodExcellentExcellentFO31850
September 201042.8GoodVery GoodExcellentExcellentFO31850
October 200942.8GoodExcellentExcellentExcellentFO31850
October 200842.8GoodExcellentExcellentExcellentFO31850
November 200742.8GoodExcellentExcellentExcellentFO31850
March 200642.8GoodExcellentExcellentExcellentFO31850
March 200542.8GoodExcellentExcellentExcellentFO31850
November 200256.5GoodExcellentExcellentExcellent-20000
January 200056.5GoodExcellentExcellentExcellent-20000
November 199856.5GoodExcellentExcellentExcellent-20000
October 199654.5GoodExcellentExcellentExcellent-20000