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I-670 over OVER ROSS LAB ACCESS RD.

Map

Coordinates:
+39.97417, -82.99361
39°58'27" N, 82°59'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I-670 over OVER ROSS LAB ACCESS RD.
Structure number:2506335
Location:1.95 MI E OF SR315
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.9 ft. [27.4 m]
Total length:241.8 ft. [73.7 m]
Roadway width between curbs:128.0 ft. [39.0 m]
Deck width edge-to-edge:133.9 ft. [40.8 m]
Vertical clearance below bridge:27.6 ft. [8.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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:92,596 [as of 2015]
Truck traffic:6% 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:88.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201688.2GoodVery GoodExcellentExcellent-92596
November 201584.0GoodVery GoodExcellentExcellent-170290
November 201484.0GoodVery GoodExcellentExcellent-170290
September 201384.0GoodVery GoodExcellentExcellent-170290
November 201284.0GoodExcellentExcellentExcellent-170290
October 201184.0GoodExcellentExcellentExcellent-170290
June 201084.0GoodExcellentExcellentExcellent-153800
August 200984.0GoodExcellentExcellentExcellent-153800
November 200884.0GoodExcellentExcellentExcellent-153800
November 200784.0GoodExcellentExcellentExcellent-153800
March 200691.7GoodExcellentExcellentExcellent-55650
December 200491.7GoodExcellentExcellentExcellent-55650
July 200358.8PoorPoorFairPoor-55310
December 199954.6PoorPoorFairPoorSD45440
November 199854.6PoorPoorFairPoorSD45440
October 199652.2PoorPoorFairPoorSD48000
January 199653.8PoorPoorFairPoorSD48000
December 199451.5PoorSeriousFairPoorSD48000
September 199351.5PoorSeriousFairPoorSD48000
September 199251.5PoorSeriousFairPoorSD48000
September 199153.5PoorSeriousFairPoorSD48000