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E. 103RD ST. over SHAKER RAPID - RTA 106

Map 

Coordinates:
+41.48333, -81.61333
41°28'60" N, 81°36'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E. 103RD ST. over SHAKER RAPID - RTA 106
Structure number:1866206
Location:1700FT S OF WOODLAND AVE
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:39.0 ft. [11.9 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:11°
Owner:Other Local Agencies [25]
Year built:1914
Year reconstructed:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:1,715 [as of 2011]
Truck traffic:3% 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: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:94.8 tons [86.2 metric tons]
Inventory rating:57.0 tons [51.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$333,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201580.6Functionally obsoleteVery GoodVery GoodVery Good1715
June 201277.1Functionally obsoleteVery GoodVery GoodVery Good1715
July 201177.1Functionally obsoleteGoodVery GoodVery Good1715
May 200118.2Structurally deficientPoorSeriousSerious1230
May 200018.2Structurally deficientPoorSeriousSerious1230
May 199918.2Structurally deficientPoorSeriousSerious1230
May 199818.2Structurally deficientPoorSeriousSerious1230
May 199718.2Structurally deficientPoorSeriousSerious1230
April 199618.2Structurally deficientPoorSeriousSerious1230
January 199618.0Structurally deficientPoorSeriousSerious1230
June 199418.0Structurally deficientPoorSeriousSerious1230
July 199318.0Structurally deficientPoorSeriousSerious1230
April 199218.0Structurally deficientPoorPoorSerious1230
July 199118.0Structurally deficientPoorPoorSerious1230