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SR 3 over OVER I-670

Map

Coordinates:
+39.97806, -82.98972
39°58'41" N, 82°59'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 3 over OVER I-670
Structure number:2500051
Location:0.88 MI. S. OF IR 71
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:138.1 ft. [42.1 m]
Total length:276.3 ft. [84.2 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,112 [as of 2015]
Truck traffic:8% 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:Superior to present desirable criteria [9]
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:79.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201779.4GoodVery GoodVery GoodExcellent-13112
January 201577.9GoodVery GoodExcellentExcellentFO8840
February 201477.9GoodVery GoodVery GoodExcellentFO8840
January 201377.9GoodVery GoodVery GoodExcellentFO8840
January 201277.9GoodVery GoodVery GoodExcellentFO8840
January 201077.9GoodVery GoodVery GoodExcellentFO8760
January 200977.9GoodVery GoodVery GoodExcellentFO8760
April 200877.9GoodExcellentVery GoodExcellentFO8760
July 200779.9GoodVery GoodVery GoodExcellent-8760
March 200677.8GoodExcellentExcellentExcellent-10120
December 200477.8GoodExcellentExcellentExcellent-10120
November 200277.9GoodExcellentExcellentExcellent-8920
December 199979.4GoodExcellentExcellentExcellent-13500
November 199877.4GoodExcellentExcellentExcellent-13500
February 199679.6GoodExcellentExcellentExcellent-15000
April 199479.6GoodExcellentExcellentExcellent-15000