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STATE RD. over I-480 (CUY-480-1432)

Map 

Coordinates:
+41.42083, -81.70972
41°25'15" N, 81°42'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE RD. over I-480 (CUY-480-1432)
Structure number:1809644
Location:JCT. SR-94 WITH I-480
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:102.0 ft. [31.1 m]
Total length:209.0 ft. [63.7 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1986
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:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:27,977 [as of 2010]
Truck traffic:3% 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:87.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201587.7Not deficientGoodGoodSatisfactory27977
July 201487.7Not deficientGoodGoodSatisfactory27977
June 201387.7Not deficientGoodGoodSatisfactory27977
July 201287.7Not deficientGoodGoodSatisfactory27977
April 201187.7Not deficientGoodGoodSatisfactory27977
August 201087.8Not deficientGoodGoodSatisfactory27124
August 200987.8Not deficientGoodGoodSatisfactory27124
July 200887.8Not deficientGoodGoodGood27124
July 200787.8Not deficientGoodGoodGood27124
May 200687.8Not deficientGoodGoodGood27124
June 200587.8Not deficientGoodGoodGood27124
May 200489.3Not deficientSatisfactoryGoodGood17510
November 200389.3Not deficientSatisfactoryGoodGood17510
August 200289.3Not deficientSatisfactoryGoodGood17510
May 200189.3Not deficientSatisfactoryGoodGood17510
February 200087.5Not deficientSatisfactoryGoodGood28869
June 199987.5Not deficientSatisfactoryGoodGood28869
November 199887.5Not deficientGoodVery GoodGood28869
July 199787.5Not deficientGoodVery GoodGood28869
August 199687.5Not deficientVery GoodVery GoodVery Good28869
April 199587.2Not deficientGoodVery GoodGood28869
May 199487.2Not deficientGoodVery GoodGood28869
April 199388.0Not deficientGoodGoodVery Good24095
June 199288.0Not deficientGoodGoodVery Good24095
April 199188.0Not deficientGoodVery GoodVery Good24095