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EAST 55TH STREET over N&S RR GCRTA36-MAINT YAR

Map

Coordinates:
+41.48167, -81.65167
41°28'54" N, 81°39'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EAST 55TH STREET over N&S RR GCRTA36-MAINT YAR
Structure number:1869817
Location:S OF WOODLAND AVE-E 55
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:145.0 ft. [44.2 m]
Total length:586.0 ft. [178.6 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1914
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,363 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:30.7 tons [27.9 metric tons]
Inventory rating:18.2 tons [16.5 metric tons]
Sufficiency rating:49.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201649.2GoodGoodGoodGoodFO9363
September 201541.4GoodGoodGoodGoodFO24600
October 201465.8GoodGoodGoodGoodFO24600
December 201366.8GoodGoodGoodGoodFO24600
November 201266.8GoodGoodGoodGoodFO24600
October 201166.8GoodGoodGoodGoodFO24600
October 201064.8GoodGoodGoodGoodFO24600
December 200864.8GoodGoodGoodGoodFO24600
July 200366.8FairSatisfactoryVery GoodVery GoodFO24600
May 200266.8GoodGoodVery GoodVery GoodFO24600
April 200066.7GoodExcellentExcellentExcellentFO24600
April 199966.7GoodExcellentExcellentExcellentFO24600
April 199866.7GoodExcellentExcellentExcellent-24600
April 199766.7GoodExcellentExcellentExcellent-24600
April 199666.7GoodExcellentExcellentExcellent-24600
November 199566.7GoodExcellentExcellentExcellent-24600
June 199466.7GoodExcellentExcellentExcellent-24600
April 199366.7GoodExcellentExcellentExcellent-24600
September 199166.7GoodExcellentExcellentExcellent-24600