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W. 130TH ST. over I-71

Map 

Coordinates:
+41.44528, -81.77972
41°26'43" N, 81°46'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W. 130TH ST. over I-71
Structure number:1804987
Location:3.15 MI. N. OF JCT. I-480
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:312.0 ft. [95.1 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:25,663 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201572.1Functionally obsoleteSatisfactoryGoodGood25663
November 201472.1Functionally obsoleteSatisfactoryGoodGood25663
November 201374.2Functionally obsoleteSatisfactoryGoodGood25663
December 201274.2Functionally obsoleteSatisfactoryGoodGood25663
December 201174.2Functionally obsoleteSatisfactoryGoodGood25663
September 201074.2Functionally obsoleteSatisfactoryGoodGood25663
April 200974.2Functionally obsoleteSatisfactoryGoodGood25663
April 200874.2Functionally obsoleteSatisfactoryGoodGood25663
April 200772.2Functionally obsoleteGoodVery GoodGood25663
March 200672.2Functionally obsoleteGoodVery GoodGood25663
March 200572.2Functionally obsoleteGoodVery GoodGood25663
March 200472.2Functionally obsoleteGoodVery GoodGood25663
April 200372.2Functionally obsoleteGoodVery GoodGood25663
March 200274.4Functionally obsoleteGoodVery GoodGood25663
March 200060.8Structurally deficientPoorGoodFair18410
July 199962.9Functionally obsoleteFairSatisfactoryFair18410
November 199860.5Functionally obsoleteFairSatisfactoryFair18410
July 199660.5Functionally obsoleteFairSatisfactoryFair18410
June 199560.1Functionally obsoleteFairSatisfactoryFair18410
July 199457.9Structurally deficientPoorSatisfactoryFair18410
June 199357.9Structurally deficientPoorSatisfactoryFair18410
July 199260.1Functionally obsoleteFairSatisfactoryFair18410
July 199160.1Functionally obsoleteFairSatisfactoryFair18410