Share:

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

Map

Coordinates:
+41.47583, -81.72611
41°28'33" N, 81°43'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:18.7 ft. [5.7 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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,520 [as of 2015]
Truck traffic:7% 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]
Sufficiency rating:73.5
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201673.5GoodGoodVery GoodVery GoodFO11520
September 201573.7GoodGoodVery GoodVery GoodFO9810
June 201473.7GoodGoodVery GoodVery GoodFO9810
May 201373.7GoodGoodVery GoodVery GoodFO9810
March 201275.7GoodGoodVery GoodVery GoodFO9810
April 201175.7GoodGoodVery GoodVery GoodFO9810
June 201075.2GoodGoodVery GoodVery GoodFO14010
February 200975.2GoodGoodVery GoodVery GoodFO14010
December 200775.2GoodGoodVery GoodVery GoodFO14010
December 200675.2GoodGoodVery GoodVery GoodFO14010
November 200575.2GoodGoodVery GoodVery GoodFO14010
May 200475.2GoodGoodVery GoodVery GoodFO13680
June 200375.2GoodGoodVery GoodVery GoodFO13680
April 200275.2GoodGoodVery GoodVery GoodFO13680
May 200075.5GoodGoodVery GoodVery Good-11890
April 199975.5GoodVery GoodVery GoodVery Good-11890
August 199875.5GoodGoodVery GoodVery Good-11890
August 199775.5GoodGoodVery GoodVery Good-11890
September 199675.5GoodGoodVery GoodVery Good-11890
July 199575.8GoodGoodVery GoodVery Good-11890
August 199475.8GoodGoodVery GoodVery Good-11890
April 199375.8GoodVery GoodVery GoodVery Good-11390
May 19912.0PoorPoorFairPoor-11390