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WEST 41ST ST CR 29 over MULTIPLE RRs/TRAIN AVE

Map

Coordinates:
+41.47333, -81.71333
41°28'24" N, 81°42'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST 41ST ST CR 29 over MULTIPLE RRs/TRAIN AVE
Structure number:1833707
Location:0.2 MI. N. OF CLARK AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.1 ft. [29.9 m]
Total length:520.4 ft. [158.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:29°
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1990
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:8
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,170 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:90.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201690.3FairVery GoodSatisfactoryGoodFO9170
May 201591.1FairVery GoodSatisfactoryGoodFO6434
April 201491.1FairVery GoodSatisfactoryGoodFO6434
April 201392.1FairVery GoodSatisfactoryGoodFO6434
September 201292.1GoodVery GoodGoodGoodFO6434
November 201192.1GoodVery GoodGoodGoodFO6434
September 201092.1FairVery GoodSatisfactoryGoodFO6434
September 200993.1FairVery GoodSatisfactoryGoodFO6434
September 200892.1FairGoodSatisfactoryGoodFO6434
November 200792.1FairGoodSatisfactoryVery GoodFO6434
August 200581.8FairGoodFairVery GoodFO6434
October 200481.8FairGoodFairVery GoodFO6434
August 200380.8FairGoodFairVery GoodFO6434
July 200293.1FairVery GoodSatisfactoryExcellentFO6434
September 200193.2FairExcellentSatisfactoryExcellentFO6110
December 199993.2FairExcellentSatisfactoryExcellentFO6110
May 199894.2FairExcellentSatisfactoryExcellentFO6110
November 199792.2FairExcellentSatisfactoryExcellent-6110
May 199692.2FairExcellentSatisfactoryExcellent-6110
August 199592.1FairExcellentSatisfactoryExcellent-6110
April 199392.1GoodExcellentGoodExcellent-6110
June 199292.1GoodExcellentGoodExcellent-6110
July 199193.1GoodExcellentExcellentExcellent-6110