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WEST 44 ST over N & S RTA 58 RAPID

Map 

Coordinates:
+41.47500, -81.71667
41°28'30" N, 81°43'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST 44 ST over N & S RTA 58 RAPID
Structure number:1869744
Location:SOUTH OF LORAIN AVE-W44TH
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.4 ft. [16.9 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1921
Year reconstructed:2006
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:9,060 [as of 2002]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:99.4 tons [90.4 metric tons]
Sufficiency rating:90.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$360,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201590.6Not deficientVery GoodVery GoodVery Good9060
April 201390.6Not deficientVery GoodVery GoodVery Good9060
September 201290.6Not deficientVery GoodExcellentVery Good9060
October 201190.6Not deficientVery GoodExcellentVery Good9060
July 201090.6Not deficientVery GoodExcellentVery Good9060
August 200590.6Not deficientVery GoodExcellentExcellent9060
April 200356.2Structurally deficientPoorPoorPoor4720
June 199837.2Structurally deficientPoorPoorPoor4720
June 199737.2Structurally deficientPoorPoorPoor4720
February 199737.2Structurally deficientPoorPoorPoor4720
August 199537.0Structurally deficientPoorPoorPoor4720
May 199337.0Structurally deficientPoorPoorPoor4720
December 199137.0Structurally deficientPoorPoorPoor4720
March 199137.0Structurally deficientPoorPoorPoor4720