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CR-10 (RIDGE ROAD) over IR-71

Map 

Coordinates:
+41.44806, -81.73556
41°26'53" N, 81°44'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR-10 (RIDGE ROAD) over IR-71
Structure number:1805177
Location:1.9 MI. W. OF JCT USR 42
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:116.1 ft. [35.4 m]
Total length:755.9 ft. [230.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1993
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:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:29,051 [as of 2002]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201566.2Functionally obsoleteGoodGoodVery Good29051
March 201368.2Functionally obsoleteGoodGoodVery Good29051
February 201168.2Functionally obsoleteSatisfactoryGoodVery Good29051
June 201068.2Functionally obsoleteGoodGoodVery Good29051
August 200968.2Functionally obsoleteGoodGoodVery Good29051
April 200868.2Functionally obsoleteGoodGoodVery Good29051
May 200766.2Functionally obsoleteGoodGoodVery Good29051
May 200666.2Functionally obsoleteGoodGoodVery Good29051
April 200566.2Functionally obsoleteGoodSatisfactoryVery Good29051
April 200466.2Functionally obsoleteGoodSatisfactoryVery Good29051
July 200366.2Functionally obsoleteGoodSatisfactoryGood29051
April 200270.8Not deficientGoodSatisfactoryGood29051
March 200073.7Not deficientGoodSatisfactoryGood20800
July 199973.7Not deficientGoodSatisfactoryGood20800
December 199873.7Not deficientGoodSatisfactoryGood20800
July 199673.7Not deficientVery GoodGoodVery Good20800
June 199574.1Not deficient-SatisfactoryVery Good20800
November 199474.1Not deficientVery GoodSatisfactoryVery Good20800
199475.2Not deficient---20800