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IR75 RAMP TO SR264 over US50EB;US50EB TO 2ND ST.

Map 

Coordinates:
+39.09694, -84.52167
39°05'49" N, 84°31'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IR75 RAMP TO SR264 over US50EB;US50EB TO 2ND ST.
Structure number:3108872
Location:.3MI N OF STATE LINE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:69.6 ft. [21.2 m]
Total length:264.4 ft. [80.6 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance above deck:20.7 ft. [6.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Historical significance is not determinable at this time [4]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:116,070 [as of 2009]
Truck traffic:13% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201594.0Functionally obsoleteGoodGoodGood116070
August 201494.0Functionally obsoleteGoodGoodVery Good116070
November 201394.0Functionally obsoleteGoodGoodVery Good116070
October 201294.0Functionally obsoleteGoodGoodVery Good116070
October 201194.0Functionally obsoleteGoodGoodVery Good116070
December 201094.0Functionally obsoleteGoodGoodVery Good94100
December 200994.0Functionally obsoleteGoodGoodVery Good94100
December 200894.0Functionally obsoleteGoodSatisfactoryVery Good94100
September 200794.0Functionally obsoleteGoodGoodVery Good94100
December 200694.0Not deficientGoodSatisfactoryVery Good94100
December 200593.0Not deficientVery GoodVery GoodVery Good88000
October 200493.0Not deficientVery GoodVery GoodVery Good88000
September 200393.0Not deficientVery GoodVery GoodExcellent9165
September 200293.0Not deficientVery GoodExcellentExcellent9165
November 200093.0Not deficientVery GoodExcellentExcellent9165
200093.0Not deficient---9165