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US50 WB ON RAMP over MONASTERY ST;US50*W RAMP

Map 

Coordinates:
+39.10389, -84.49833
39°06'14" N, 84°29'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US50 WB ON RAMP over MONASTERY ST;US50*W RAMP
Structure number:3103374
Location:AT INT OF I471 & US50
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:540.4 ft. [164.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:1985
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:10
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:19,430 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:29.6 tons [26.9 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:72.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201572.2Not deficientGoodGoodSatisfactory19430
September 201496.1Not deficientGoodGoodSatisfactory19430
September 201374.3Not deficientGoodGoodGood19430
October 201274.7Not deficientGoodGoodGood1000
November 201174.7Not deficientSatisfactoryGoodGood1000
November 201074.7Not deficientSatisfactoryGoodGood1000
December 200974.7Not deficientSatisfactoryGoodGood1000
November 200874.7Not deficientSatisfactoryVery GoodGood1000
July 200774.7Not deficientSatisfactoryVery GoodGood1000
November 200674.7Not deficientSatisfactoryVery GoodGood1000
October 200572.7Not deficientGoodVery GoodVery Good1000
December 200472.7Not deficientGoodVery GoodVery Good1000
October 200372.7Not deficientGoodExcellentVery Good1000
December 200295.9Not deficientGoodVery GoodVery Good1000
January 200295.9Not deficientGoodVery GoodVery Good1000
December 200038.7Structurally deficientGoodSatisfactoryGood1000
August 199938.7Structurally deficientGoodSatisfactoryGood1000
November 199838.7Structurally deficientGoodGoodGood1000
November 199797.9Not deficientGoodSatisfactoryGood1000
June 199697.9Not deficientSatisfactorySatisfactoryVery Good1000
December 199496.9Not deficientFairSatisfactoryVery Good1000
December 199296.9Not deficientFairGoodVery Good1000
November 199196.9Not deficientFairGoodVery Good1000
April 199197.9Not deficientGoodGoodVery Good1000