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SR 10 (LORAIN AVE) over (2)RTA65,(3)NSCRR @ W58T

Map 

Coordinates:
+41.47583, -81.72611
41°28'33" N, 81°43'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 10 (LORAIN AVE) over (2)RTA65,(3)NSCRR @ W58T
Structure number:1801414
Location:1.1 MI. E. OF JCT. I-90
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.9 ft. [21.0 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:1923
Year reconstructed: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: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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:9,810 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201573.7Functionally obsoleteGoodVery GoodVery Good9810
June 201473.7Functionally obsoleteGoodVery GoodVery Good9810
May 201373.7Functionally obsoleteGoodVery GoodVery Good9810
March 201275.7Functionally obsoleteGoodVery GoodVery Good9810
April 201175.7Functionally obsoleteGoodVery GoodVery Good9810
June 201075.2Functionally obsoleteGoodVery GoodVery Good14010
February 200975.2Functionally obsoleteGoodVery GoodVery Good14010
December 200775.2Functionally obsoleteGoodVery GoodVery Good14010
December 200675.2Functionally obsoleteGoodVery GoodVery Good14010
November 200575.2Functionally obsoleteGoodVery GoodVery Good14010
May 200475.2Functionally obsoleteGoodVery GoodVery Good13680
June 200375.2Functionally obsoleteGoodVery GoodVery Good13680
April 200275.2Functionally obsoleteGoodVery GoodVery Good13680
May 200075.5Not deficientGoodVery GoodVery Good11890
April 199975.5Not deficientVery GoodVery GoodVery Good11890
August 199875.5Not deficientGoodVery GoodVery Good11890
August 199775.5Not deficientGoodVery GoodVery Good11890
September 199675.5Not deficientGoodVery GoodVery Good11890
July 199575.8Not deficientGoodVery GoodVery Good11890
August 199475.8Not deficientGoodVery GoodVery Good11890
April 199375.8Not deficientVery GoodVery GoodVery Good11390
May 19912.0Not deficientPoorFairPoor11390