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EAST 75 ST over N & S RTA 31 RR

Map 

Coordinates:
+41.48500, -81.63667
41°29'06" N, 81°38'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 75 ST over N & S RTA 31 RR
Structure number:1867180
Location:S. OF WOODLAND AT E75TH
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:47.6 ft. [14.5 m]
Total length:233.0 ft. [71.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1931
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:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:900 [as of 1975]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:25.3 tons [23.0 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:41.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201541.1Structurally deficientFairPoorFair900
August 201464.8Structurally deficientFairPoorFair900
September 201359.3Structurally deficientFairPoorFair900
October 201160.3Structurally deficientFairPoorFair900
August 201057.3Structurally deficientFairPoorFair900
August 200857.3Structurally deficientFairPoorFair900
August 200657.3Structurally deficientFairPoorFair900
July 200374.3Functionally obsoleteFairFairFair900
June 200274.3Functionally obsoleteFairFairFair900
April 200074.3Functionally obsoleteFairFairFair900
April 199974.3Functionally obsoleteFairFairFair900
April 199874.3Functionally obsoleteFairFairFair900
April 199774.3Functionally obsoleteFairFairFair900
April 199674.3Functionally obsoleteFairFairFair900
October 199574.3Functionally obsoleteFairFairFair900
July 199472.3Structurally deficientPoorFairFair900
May 199374.3Structurally deficientPoorFairFair900
July 199174.3Structurally deficientPoorFairFair900