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W. 150TH ST. over CR-66 (W. 150TH ST)

Map 

Coordinates:
+41.42028, -81.80167
41°25'13" N, 81°48'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W. 150TH ST. over CR-66 (W. 150TH ST)
Structure number:1814273
Location:.99 MI. E. OF JCT. I-71
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:81.0 ft. [24.7 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:140.4 ft. [42.8 m]
Deck width edge-to-edge:144.4 ft. [44.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1980
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:106,510 [as of 2010]
Truck traffic:8% 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: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 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:85.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201585.8Not deficientGoodGoodGood106510
April 201485.8Not deficientGoodGoodGood106510
July 201385.8Not deficientGoodGoodGood106510
July 201285.8Not deficientGoodGoodGood106510
May 201184.8Not deficientGoodGoodGood106510
July 201082.8Not deficientGoodGoodGood126772
May 200982.8Not deficientGoodGoodGood126772
August 200882.8Not deficientGoodGoodGood126772
November 200782.8Not deficientVery GoodGoodVery Good126772
October 200682.8Not deficientVery GoodGoodVery Good126772
September 200582.8Not deficientSatisfactorySatisfactorySatisfactory126772
September 200455.0Structurally deficientSatisfactoryFairPoor124990
September 200271.0Not deficientSatisfactoryFairFair124990
May 200055.0Structurally deficientSatisfactoryFairPoor97622
June 199955.0Structurally deficientSatisfactoryFairPoor97622
March 199854.0Structurally deficientFairPoorPoor97622
August 199672.0Not deficientFairFairFair97622
October 199554.3Structurally deficientFairPoorPoor97622
April 199472.0Functionally obsoleteFairFairFair97622
September 199356.1Structurally deficientFairPoorPoor82117
November 199256.1Structurally deficientFairPoorPoor82117
April 199175.5Functionally obsoleteSatisfactoryGoodFair82117