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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201690.2Not deficientVery GoodVery GoodVery Good19590
August 201491.2Not deficientVery GoodVery GoodVery Good19590
July 201391.2Not deficientVery GoodVery GoodVery Good19590
November 201291.2Not deficientVery GoodVery GoodVery Good19590
August 201191.2Not deficientVery GoodVery GoodVery Good19590
July 201091.2Not deficientExcellentExcellentVery Good19590
August 200791.2Not deficientExcellentExcellentExcellent19590
July 200534.8Not deficientSeriousSeriousSerious19590
July 200312.2Structurally deficientCriticalSeriousCritical14900
April 199825.4Structurally deficientCriticalPoorSerious14900
October 199725.4Structurally deficientCriticalPoorSerious14900
October 199544.0Structurally deficientCriticalPoorPoor14900
June 199444.0Structurally deficientCriticalPoorPoor14900
May 199344.0Structurally deficientCriticalPoorPoor14900
September 199144.0Structurally deficientCriticalPoorPoor14900