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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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:11,960 [as of 2010]
Truck traffic:6% 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:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201594.1Not deficientGoodGoodSatisfactory11960
February 201494.1Not deficientGoodGoodSatisfactory11960
March 201294.1Not deficientGoodGoodGood11960
July 201194.1Not deficientGoodGoodGood11960
October 201093.8Not deficientGoodGoodGood13350
March 200993.8Not deficientGoodGoodGood13350
June 200893.8Not deficientGoodGoodGood13350
May 200793.8Not deficientGoodGoodGood13350
June 200693.8Not deficientGoodGoodGood13350
April 200593.8Not deficientGoodGoodGood13350
May 200493.7Not deficientVery GoodGoodGood13660
April 200393.7Not deficientGoodGoodGood13660
April 200293.7Not deficientGoodGoodSatisfactory13660
September 200094.4Not deficientSatisfactoryGoodSatisfactory10720
April 199994.4Not deficientSatisfactoryGoodSatisfactory10720
August 199894.4Not deficientSatisfactoryGoodSatisfactory10720
August 199794.4Not deficientSatisfactoryGoodGood10720
September 199694.4Not deficientGoodGoodGood10720
July 199595.5Not deficientGoodGoodGood10720
August 199495.5Not deficientGoodGoodGood10720
April 199395.3Not deficientGoodGoodGood11550
June 199295.3Not deficientVery GoodGoodGood11550
May 199195.3Not deficientVery GoodGoodGood11550