WEST 41ST ST CR 29 over N&S RR & RTA


+41.47500, -81.71333
41°28'30" N, 81°42'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 41ST ST CR 29 over N&S RR & RTA
Structure number:1833715
Location:600 FT N OF I-90
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.1 ft. [16.8 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1919
Year reconstructed:1988
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: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:Good
Status:Open, no restriction [A]
Average daily traffic:9,170 [as of 2015]
Truck traffic:7% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:85.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201685.6GoodGoodGoodGoodFO9170
April 201586.3GoodGoodGoodGoodFO6434
April 201486.3GoodGoodGoodGoodFO6434
April 201388.3GoodGoodGoodGoodFO6434
September 201288.3GoodGoodGoodGoodFO6434
September 201188.3FairSatisfactoryGoodGoodFO6434
September 201087.3FairSatisfactoryGoodGoodFO6434
September 200988.3FairSatisfactoryGoodGoodFO6434
September 200888.3FairFairGoodGoodFO6434
November 200788.3FairFairGoodGoodFO6434
June 200589.3FairSatisfactoryVery GoodGoodFO6434
August 200489.3FairSatisfactoryVery GoodGoodFO6434
August 200389.3FairSatisfactoryVery GoodGoodFO6434
August 200289.3GoodGoodVery GoodGoodFO6434
January 200289.9GoodVery GoodExcellentVery GoodFO4362
June 199989.9GoodVery GoodExcellentVery GoodFO4362
May 199889.9GoodVery GoodExcellentVery GoodFO4362
July 199787.9GoodVery GoodExcellentVery GoodFO4362
May 199687.9GoodVery GoodExcellentVery GoodFO4362
May 199587.9GoodGoodExcellentVery Good-4362
April 199387.9GoodVery GoodExcellentVery Good-4362
July 199287.9GoodVery GoodExcellentVery Good-4362
July 199189.9GoodVery GoodExcellentExcellent-4362