+41.47972, -81.75139
41°28'47" N, 81°45'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 6A over NSC,RTA76 NEAR W 98TH ST
Structure number:1801171
Location:0.95 MI E CORP LINE LAKWD
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:72.2 ft. [22.0 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,745 [as of 2015]
Truck traffic:17% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:96.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201696.6FairGoodVery GoodSatisfactory-5745
March 201595.9GoodGoodVery GoodGood-8929
March 201493.8GoodGoodVery GoodGoodFO8929
March 201291.8GoodGoodVery GoodGoodFO8929
April 201191.8GoodGoodVery GoodGoodFO8929
March 201091.8GoodGoodVery GoodGoodFO8929
February 200991.8GoodGoodVery GoodGoodFO8929
October 200791.8GoodGoodVery GoodGood-8929
September 200691.8GoodGoodVery GoodGood-8929
November 200591.8GoodGoodVery GoodGood-8929
May 200491.4GoodGoodVery GoodGood-10390
May 200391.4GoodGoodVery GoodGood-10390
April 200278.4GoodGoodVery GoodGood-10390
June 200078.0GoodGoodVery GoodGood-18591
November 199722.5PoorPoorSeriousPoorSD18591
January 199722.5PoorPoorSeriousPoorSD18591
December 199522.5PoorPoorSeriousPoorSD18591
August 199422.5PoorPoorSeriousPoorSD18591
August 199322.8PoorPoorSeriousPoorSD17177
August 199222.8PoorPoorSeriousPoorSD17177
May 199146.1PoorPoorFairPoorSD17177