Share:

SR 10 over WEST 18TH STREET

Map 

Coordinates:
+41.48694, -81.69694
41°29'13" N, 81°41'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 10 over WEST 18TH STREET
Structure number:1801481
Location:.25 MI E ABBEY RD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:53.2 ft. [16.2 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,835 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:93.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201793.6FairGoodGoodSatisfactory-13835
March 201594.1FairGoodGoodSatisfactory-11960
February 201494.1FairGoodGoodSatisfactory-11960
March 201294.1GoodGoodGoodGood-11960
July 201194.1GoodGoodGoodGood-11960
October 201093.8GoodGoodGoodGood-13350
March 200993.8GoodGoodGoodGood-13350
June 200893.8GoodGoodGoodGood-13350
May 200793.8GoodGoodGoodGood-13350
June 200693.8GoodGoodGoodGood-13350
April 200593.8GoodGoodGoodGood-13350
May 200493.7GoodVery GoodGoodGood-13660
April 200393.7GoodGoodGoodGood-13660
April 200293.7FairGoodGoodSatisfactory-13660
September 200094.4FairSatisfactoryGoodSatisfactory-10720
April 199994.4FairSatisfactoryGoodSatisfactory-10720
August 199894.4FairSatisfactoryGoodSatisfactory-10720
August 199794.4FairSatisfactoryGoodGood-10720
September 199694.4GoodGoodGoodGood-10720
July 199595.5GoodGoodGoodGood-10720
August 199495.5GoodGoodGoodGood-10720
April 199395.3GoodGoodGoodGood-11550
June 199295.3GoodVery GoodGoodGood-11550
May 199195.3GoodVery GoodGoodGood-11550