Share:

CLARK AVE OVER RAM over RAMP 18, (CUY-90-1210)

Map

Coordinates:
+41.47000, -81.74028
41°28'12" N, 81°44'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CLARK AVE OVER RAM over RAMP 18, (CUY-90-1210)
Structure number:1808486
Location:.16 MI E OF SR 10
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:223.1 ft. [68.0 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:14.8 ft. [4.5 m]
Skew angle:58°
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:Good
Status:Open, no restriction [A]
Average daily traffic:3,121 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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]
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:82.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201682.4GoodGoodGoodGoodFO3121
September 201589.4FairSatisfactoryGoodGoodFO1000
August 201489.4GoodGoodGoodGoodFO1000
December 201389.4GoodGoodGoodGoodFO1000
November 201289.4GoodGoodGoodGoodFO1000
September 201188.4GoodGoodGoodGoodFO1000
November 201089.4FairSatisfactoryGoodGoodFO1000
March 200989.4FairSatisfactoryGoodGoodFO1000
June 200787.4FairSatisfactoryGoodGoodFO1000
August 200687.4FairSatisfactoryGoodGoodFO1000
July 200587.4FairSatisfactoryGoodGoodFO1000
June 200487.4FairSatisfactoryGoodGoodFO1000
August 200387.4FairSatisfactoryGoodGoodFO1000
November 200291.4FairSatisfactoryVery GoodGood-1000
June 200079.3FairSatisfactoryVery GoodGood-14540
June 199879.3FairGoodVery GoodSatisfactory-14540
July 199679.3FairGoodVery GoodSatisfactory-14540
September 199577.6FairSatisfactoryVery GoodSatisfactoryFO14540
May 199477.6FairGoodVery GoodSatisfactoryFO14540
April 199377.6FairSatisfactoryVery GoodSatisfactoryFO14540
April 199277.6GoodVery GoodGoodGoodFO14540
March 199177.6GoodVery GoodGoodGoodFO14540