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EAST 105TH STREET over N&S RR - GCRTA

Map

Coordinates:
+41.49417, -81.61528
41°29'39" N, 81°36'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 105TH STREET over N&S RR - GCRTA
Structure number:1870017
Location:E.105TH ST OV N&S RR-GCRT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:201.8 ft. [61.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built: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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,590 [as of 2015]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.7 tons [60.6 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:90.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,130,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201690.2GoodVery GoodVery GoodVery Good-19590
August 201491.2GoodVery GoodVery GoodVery Good-19590
July 201391.2GoodVery GoodVery GoodVery Good-19590
November 201291.2GoodVery GoodVery GoodVery Good-19590
August 201191.2GoodVery GoodVery GoodVery Good-19590
July 201091.2GoodExcellentExcellentVery Good-19590
August 200791.2GoodExcellentExcellentExcellent-19590
July 200534.8PoorSeriousSeriousSerious-19590
July 200312.2PoorCriticalSeriousCriticalSD14900
April 199825.4PoorCriticalPoorSeriousSD14900
October 199725.4PoorCriticalPoorSeriousSD14900
October 199544.0PoorCriticalPoorPoorSD14900
June 199444.0PoorCriticalPoorPoorSD14900
May 199344.0PoorCriticalPoorPoorSD14900
September 199144.0PoorCriticalPoorPoorSD14900