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Technical Reports by
Alex Drakopoulos Associate Professor |
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MU ITE Chapter
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Report title (click on hyperlink to PDF file) |
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Partial Information
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Authors |
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Evaluation of the Gateway Patrol and the Enhancement Freeway Patrol Motorist Assistance Programs(Interstate 94,
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Sep 2000 |
Alex Drakopoulos, Ronald Sonntag, Mahesh Ram Shrestha, Ertan Örnek |
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An Evaluation of the Converging Chevron Pavement Marking Pattern Installation(Interstate 94 at the Mitchell Interchange South-to-West Ramp in
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Dec 2001, revised Nov 2003 |
Alex Drakopoulos, Georgia Vergou |
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Smart Work Zone Deployment Initiative Travel Time Prediction System (TIPS) Wisconsin Evaluation(Interstate 94
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Jun 2002 |
Thomas Notbohm, Alex Drakopoulos, Alan Horowitz |
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Smart Work Zone Deployment Initiative
Mobile/Stationary Speed Board Wisconsin Evaluation
(Dane,
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Jun 2002 |
Thomas Notbohm, Alex Drakopoulos, Georgia Vergou |
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Interstate 43 Speed Warning Sign Evaluation( |
Apr 2003, revised Nov 2003 |
Alex Drakopoulos,
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| Evaluation of Ramp Meter Effectiveness for Wisconsin Freeways, A Milwaukee Case Study: Part 2, Ramp Metering Effect on Traffic Operations and Crashes | Jan 2004 | Abstract | Alex Drakopoulos, Mery Patrabansh, Georgia Vergou |
| July 2004 | Alex Drakopoulos, David A. Kuemmel | ||
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Systematic Evaluation of Run-Off-Road Crash Locations in Wisconsin |
Dec 2004 | Abstract Executive Summary | Alex Drakopoulos, Ertan Örnek |
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Wet Pavement Crash Study of Longitudinally and Transversely Tined PCC Pavements |
June 2007 | Alex Drakopoulos, David A. Kuemmel | |
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Freeway Work Zone Lane Capacity Posted on the Iowa Smart Work Zone Deployment Initiative web site |
Jan 2009 | Abstract | Alex Drakopoulos, Thomas Notbohm, Amjad Dehman |
Keywords: Accident analysis , Accident density , Accident rate , Accident research , Accident severity , Accidents , Activated sign , Asphalt pavement , Before after study , Chevron Milwaukee , Chevron pavement marking , Converging chevron , Crash analysis , Crash density , Crash rate , Crash , dark , Decision tool , Ditch , Excessive speed warning , Experimental pavement markings , FHWA experimental marking , Fixed object , Freeway , Freeway curve , Freeway patrol , Freeway ramp rollover , Freeway speed , Freeway tow truck , Frequency , Guardrail , Heavy vehicle speed , HSIS , Illuminated sign , Illusion pavement marking , Interstate 43 , Interstate 94 , Interstate Wisconsin , Japan pavement marking , Lane change , Laser gun , Longitudinal tine , Marquette University , Milwaukee , Milwaukee County , Mitchell interchange , Mobile speed board , Motorist assist freeway , Motorist assist Milwaukee , Non intersection , Overspeed , Overturn , Pavement marking pattern , Pavement safety performance , Pavement texture , PCC pavement , Piezo detector , Queue length , Ramp delay , Ramp metering , Ramp speed reduction , Rollover accident , Rollover crash , Run off road , Rural , Sign evaluation , Smart work zone , Smart workzone , snow , Speed board , Speed detector , Speed display , Speed distribution , Speed limit , Speed reduction , Speed related accident , Speed related crash , Speed warning , Speed warning device , Speed warning sign , Speeding truck , Statewide , TIPS , Too fast for curve , Traffic research , Traffic volume , Transverse tine , Travel time prediction , Travel Time Prediction System , Tree , Undivided highways , Urban , Vehicle class , Vehicle class detection , Vehicle detector , Vehicle speed detection , Vehicle weight detection , Weather data , Weigh in motion , Wet , Wet pavement crashes , WIM , Wireless communication traffic , Wisconsin , Wisconsin Department of Transportation , Wisconsin freeway , WISDOT
Last updated by AD Wednesday August 25, 2010 06:16:14 PM -0500