Share:

LORAIN AVE - SR10 over I-90 (CUY-90-1185)

Map

Coordinates:
+41.47056, -81.74417
41°28'14" N, 81°44'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LORAIN AVE - SR10 over I-90 (CUY-90-1185)
Structure number:1808451
Location:IR90 AND SR10 JCT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:121.1 ft. [36.9 m]
Total length:320.9 ft. [97.8 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Other [9]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
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:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:77.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201677.6FairGoodGoodSatisfactoryFO11520
August 201577.8FairGoodGoodSatisfactoryFO9810
September 201477.8FairGoodGoodSatisfactoryFO9810
December 201377.8FairGoodGoodSatisfactoryFO9810
November 201277.8FairGoodGoodSatisfactoryFO9810
August 201177.8FairGoodGoodSatisfactoryFO9810
November 201077.3FairGoodGoodSatisfactoryFO14010
December 200977.3FairGoodGoodSatisfactoryFO14010
June 200877.3FairGoodGoodSatisfactoryFO14010
May 200777.3FairGoodGoodSatisfactoryFO14010
June 200677.3FairGoodGoodSatisfactoryFO14010
November 200577.3FairGoodGoodSatisfactoryFO14010
July 200477.3FairGoodGoodSatisfactoryFO13680
August 200377.3GoodGoodGoodGoodFO13680
November 200277.3GoodGoodGoodGoodFO13680
June 200077.5FairSatisfactoryGoodGoodFO11890
November 199977.5FairSatisfactoryGoodSatisfactoryFO11890
June 199877.5GoodGoodGoodGoodFO11890
July 199677.5GoodGoodGoodGoodFO11890
September 199578.8FairSatisfactoryGoodGoodFO11890
May 199478.8GoodGoodGoodGoodFO11890
April 199378.9FairSatisfactoryGoodVery GoodFO11390
April 199278.9GoodVery GoodGoodGoodFO11390
March 199178.9GoodVery GoodGoodVery GoodFO11390