Share:

SIXTH ST RAMP over I71;EG AVE;I471;STS;RMPS

Map 

Coordinates:
+39.10389, -84.50417
39°06'14" N, 84°30'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SIXTH ST RAMP over I71;EG AVE;I471;STS;RMPS
Structure number:3106616
Location:.1 MI S OF IR 471
Purpose:Carries highway overpass over highway
Route classification:Local (Urban) [19]
Length of largest span:122.1 ft. [37.2 m]
Total length:1243.2 ft. [378.9 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1976
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:13
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1900]
Truck traffic:50% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201594.9Functionally obsoleteSatisfactoryGoodGood1000
September 201494.9Functionally obsoleteSatisfactoryGoodGood1000
November 201394.9Functionally obsoleteSatisfactoryGoodGood1000
November 201294.9Functionally obsoleteSatisfactoryGoodGood1000
October 201194.9Functionally obsoleteSatisfactoryGoodGood1000
November 201094.9Functionally obsoleteSatisfactoryGoodGood1000
September 200994.9Functionally obsoleteSatisfactoryGoodGood1000
December 200894.9Functionally obsoleteSatisfactoryGoodGood1000
October 200792.9Functionally obsoleteSatisfactoryGoodGood1000
November 200692.9Functionally obsoleteSatisfactoryGoodVery Good1000
December 200592.9Functionally obsoleteGoodVery GoodVery Good1000
September 200492.9Functionally obsoleteGoodVery GoodVery Good1000
December 200392.9Functionally obsoleteGoodVery GoodVery Good1000
October 200292.9Functionally obsoleteVery GoodVery GoodVery Good1000
December 200196.9Not deficientVery GoodVery GoodVery Good1000
August 200096.9Not deficientSatisfactoryGoodGood1000
October 199996.9Not deficientSatisfactoryGoodGood1000
February 199896.9Not deficientGoodGoodGood1000
March 199696.9Not deficientSatisfactorySatisfactoryGood1000
February 199593.9Functionally obsoleteFairSatisfactoryGood1000
March 199493.9Functionally obsoleteFairSatisfactoryGood1000
February 199394.9Not deficientSatisfactoryGoodVery Good1000
December 199194.9Not deficientSatisfactoryGoodGood1000
March 199194.9Not deficientSatisfactoryVery GoodVery Good1000