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UNDER SR710SCHROCK over OVER I-71

Map

Coordinates:
+40.10528, -82.98083
40°06'19" N, 82°58'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:UNDER SR710SCHROCK over OVER I-71
Structure number:2508249
Location:2 MI S. OF IR 270
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:136.2 ft. [41.5 m]
Total length:273.6 ft. [83.4 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2001
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,539 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201694.9GoodVery GoodExcellentVery Good-14539
December 201594.7GoodVery GoodExcellentVery Good-15790
October 201494.7GoodVery GoodExcellentVery Good-15790
November 201392.6GoodVery GoodExcellentVery GoodFO15790
October 201292.6GoodVery GoodExcellentVery GoodFO15790
December 201192.6GoodVery GoodExcellentVery GoodFO15790
December 201092.4GoodVery GoodExcellentVery GoodFO17630
November 200992.4GoodVery GoodExcellentVery Good-17630
December 200892.4GoodVery GoodExcellentVery Good-17630
November 200792.4GoodVery GoodExcellentVery Good-17630
March 200680.0GoodExcellentExcellentExcellent-112100
February 200584.0GoodExcellentExcellentExcellent-112100
July 200384.0GoodExcellentExcellentExcellent-93710
September 200225.0GoodExcellentExcellentExcellent-93710