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EAST N BROADWAY over I 71

Map 

Coordinates:
+40.03083, -82.99444
40°01'51" N, 82°59'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST N BROADWAY over I 71
Structure number:2508109
Location:2.31 MI N OF 17TH AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.6 ft. [20.0 m]
Total length:215.2 ft. [65.6 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1997
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: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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:22,100 [as of 2000]
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201589.5Functionally obsoleteVery GoodVery GoodSatisfactory22100
August 201489.5Functionally obsoleteVery GoodVery GoodVery Good22100
May 201389.5Functionally obsoleteVery GoodVery GoodVery Good22100
July 201289.5Functionally obsoleteVery GoodVery GoodVery Good22100
July 201187.5Functionally obsoleteVery GoodVery GoodVery Good22100
September 201087.5Functionally obsoleteVery GoodVery GoodVery Good22100
October 200987.5Functionally obsoleteExcellentExcellentVery Good22100
October 200887.5Functionally obsoleteExcellentExcellentVery Good22100
September 200785.5Functionally obsoleteExcellentExcellentVery Good22100
March 200685.5Not deficientExcellentExcellentVery Good22100
March 200585.5Not deficientExcellentExcellentVery Good22100
July 200385.5Not deficientExcellentVery GoodVery Good22100
September 200286.0Not deficientExcellentVery GoodVery Good20000
February 200090.3Not deficientExcellentVery GoodVery Good20000
September 199657.6Structurally deficientPoorSatisfactoryPoor20000
December 199555.3Structurally deficientPoorSatisfactoryPoor20000
January 199555.3Structurally deficientPoorSatisfactoryPoor20000
May 199355.3Structurally deficientPoorSatisfactoryPoor20000
June 199255.3Structurally deficientPoorSatisfactoryPoor20000
June 199173.2Structurally deficientPoorGoodFair20000