Weather Responsive Traffic Management. WYDOT VSL Project. October 2011

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Weather Responsive Traffic Management Portland, OR WYDOT VSL Project October 2011

Variable Speed Limits

I 80 Background Information >50% of I 80 traffic in Wyoming is commercial vehicles Rural AADT 11,000 vehicles per day Frequent adverse weather conditions Strong winds Heavy snow Blowing snow Visibility problems Drifting of snow Icy conditions

I 80 Background Information Frequent closures Crash rate is higher than average in the VSL corridors Several multi vehicle fatalities in the corridors

Legislation (WS 31 5 302) Legislation went into effect 7/1/2008 Grants authority to set the speed limit it based on vehicle or weather emergency differing limits may be established for different times of day, different types of vehicles, varying weather conditions, and other factors bearing on safe speeds, which shall be effective when posted upon appropriate fixed or variable signs. http://legisweb.state.wy.us/statutes/statutes.aspx?file=titles/title31/t31ch5ar3.htm

I 80 VSLs

VSL System SPEED SENSOR VSL SIGN RWIS

Sign Technologies

VSL Approach Provide timely and site specific ifi regulatory lt speed limit to guide travelers through the corridor VSL s located at interchanges to inform people as soon as they enter the system VSL located on both median and sho lder VSL located on both median and shoulder side for visibility

VSL Approach Focus: tighten speed distribution

Representative Scenario

Protocol Cooperation between: Troopers Maintenance TMC Process takes about a minute to: Receive request for speed reduction Reduce speed at roadside Inform the public (website, phone system, text/email notification)

Absence of Visual Inspection TMC has approval to adjust speeds Use RWIS and Speed Data Based on AASHTO Stopping Sight Distances

Dry and Clear Storm Begins to Impact Roadway VSL in Effect Storm Clears (VSL In Effect)

Effectiveness of VSL in Lowering Speeds During the period from October 15 December 15, 2009 further statistical modeling showed that the VSL reduced speed postings lowered the observed speeds from 6 to 8 mph for every 10 mph in posted speed reductions This was in addition to speed reductions that could be accounted for by the weather conditions Indicates that the speed reductions were not just due to drivers reacting to the newly installed system during the first season

Crash Data The nature of crash data requires 3 5 years of observation before final conclusions can be made about the affect of a roadway change. With that said The number of crashes over the last year (April 2009 April 2010) are lower than any of theprevious eight years

Crash Data Elk Mountain Corridor (MP 238-291) Crash Data April 15, 2001 - April 15, 2010 Total Crashes Total Injury Crashes Total Fatal Crashes 3 6 3 72 76 81 5 62 3 74 3 83 3 91 402 0 59 First Full Year of VSL 4 39 268 269 252 223 322 302 248 181 April 15, April 15, April 15, April 15, April 15, April 15, April 15, April 15, April 15, 2001-2002 - 2003-April 2004-2005 - 2006-2007 - 2008-2009 - April 14, April 14, 14, 2004 April 14, April 14, April 14, April 14, April 14, April 15, 2002 2003 2005 2006 2007 2008 2009 2010

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