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UNDER SR710SCHROCK over OVER I-71

Map 

Coordinates:
+40.10528, -82.98083
40°06'19" N, 82°58'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:15,790 [as of 2010]
Truck traffic:3% 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:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201594.7Not deficientVery GoodExcellentVery Good15790
October 201494.7Not deficientVery GoodExcellentVery Good15790
November 201392.6Functionally obsoleteVery GoodExcellentVery Good15790
October 201292.6Functionally obsoleteVery GoodExcellentVery Good15790
December 201192.6Functionally obsoleteVery GoodExcellentVery Good15790
December 201092.4Functionally obsoleteVery GoodExcellentVery Good17630
November 200992.4Not deficientVery GoodExcellentVery Good17630
December 200892.4Not deficientVery GoodExcellentVery Good17630
November 200792.4Not deficientVery GoodExcellentVery Good17630
March 200680.0Not deficientExcellentExcellentExcellent112100
February 200584.0Not deficientExcellentExcellentExcellent112100
July 200384.0Not deficientExcellentExcellentExcellent93710
September 200225.0Not deficientExcellentExcellentExcellent93710