Title: Establishing a Joint Vision
1Establishing a Joint Vision Goals for US Route 1
- Wiscasset-Edgecomb Joint Boards of Selectmen
Workshop - November 14, 2011
2Purpose
- Develop a feasible, jointly-accepted Vision for
US Route 1 without a Major Bypass - Reconsider pertinent traffic data from a
non-bypass perspective - Establish data-based and performance-driven
realistic goals for US Route 1 - Develop a short-term process by which candidate
non-bypass strategies will be identified,
evaluated and selected
3Expectations
- Re-establish good working relationships
- Short Duration (1 Year)
- Minimally Process-Driven
- Most non-bypass strategies have already been
suggested (but open for more ideas) - Remain focused, realistic
- Implement low-cost, short-term strategies by
summer 2012 - Higher cost, long-term strategies later
- High-Cost Low-Benefit strategies likely will
not be funded
4Approach Joint Boards
- Review pertinent traffic and other data
- Establish a non-bypass vision for US Rte. 1
- Establish data-based goals
- Develop performance-based, measurable evaluation
criteria to weigh strategies - Review non-bypass strategies provided to date,
identify any new potential strategies - Identify the process by which strategies will be
evaluated and prioritized
5Timeline
- Joint Boards
- Develop Vision, Goals, Evaluation Criteria
Process - Expect 2 to 3 facilitated meetings
- Complete by January 2012
- Evaluate potentially feasible strategies
- MaineDOT and Municipally-Identified Partners
- Complete by June 2012 (unless new data or a pilot
study are needed) - Implement selected low-cost strategies summer
2012 if possible - Consider higher cost selected strategies for
2014-2015 biennial capital program funding
6Comparisons Traffic Volumes Ogunquit,
Brunswick, Camden Ellsworth
- US Rte. 1 Capacity
- Range 1,150 - 2,900 Vehicles/Hr
- Wiscasset 1,900 Vehicles/Hr (2nd Highest)
- US Rte 1 Seasonally Adjusted Volume
- Range 14,300 34,300 Vehicles/Day
- Wiscasset 21,400 (3rd Highest)
- Volume-to-Capacity Ratios
- Range 11.3 13.5
- Wiscasset 11.3 (Lowest)
7Comparisons 2006-2010 Crash History Ogunquit,
Brunswick, Camden Ellsworth
- Crashes per Hundred Million Miles Traveled
- Range 238 749
- Wiscasset 320 (2nd Lowest)
- Crashes per Mile of Highway
- Range 11 65
- Wiscasset 21 (3rd Lowest)
- Percent Pedestrian-Related Crashes
- Range 0.6 - 3.3
- Wiscasset 3.3 (Highest)
- Percent Truck-Related Crashes
- Range 1.6 - 4.2
- Wiscasset 4.2 (Highest)
8US Route 1 Traffic Destinations
- Northbound Traffic Sources at Davey Bridge
- 55.8 - US Route 1, West Bath
- 44.2 - Other (e.g., Rtes. 27, 218, etc.)
- Destinations for West Bath Traffic at Davey
Bridge - 18.7 - Rte. 27, Edgecomb
- 9.1 - Damariscotta
- 3.5 - Waldoboro
- 7.7 - Thomaston / Rockland
- 5.4 - Camden
- 2.5 - Belfast / Searsport
- 8.9 - Points Beyond Waldo County
9US Rte. 1 vs. Alternate RoutesTravel Times in
Minutes
Destination Point Via US Rte. 1 Via Alternate Difference in Time
Damariscotta 37 67 30
Waldoboro 51 70 19
Rockland 71 88 17
Camden 74 85 11
Belfast 98 94 -4
Bucksport 120 111 -9
Ellsworth 142 133 -9
10Recent Traffic Trends - Volumes
- Followed MaineDOT projections until the 2008
economic downturn - Volumes increased in 2010 over 2009 but are down
again so far for 2011 - Summer volumes (May 1 through Oct. 31)
- Increased 2.98 from 2009 to 2010
- Decreased 3.14 from 2010 to 2011
11Recent Traffic Trends - Delays
- Speed Data Collection Periods
- June 18-Oct 31, 2009
- May 1 through October 31 since
- Delays
- 2009 13,867 hours
- 2010 23,382 hours
- 2011 21,051 hours
- Traffic Volumes
- 2009-2010 traffic volumes 2.98
- 2010-2011 traffic volumes - 3.14
- 2011 Police Officer Traffic Management Pilot
Project - Reduced northbound traffic volumes
- Increased southbound traffic volumes
- Minimal overall impact to traffic flow, but
seemed less chaotic
12Recent Traffic Safety Trends
- 3 High Crash Locations
- Intersection of Rte. 27 _at_ US Rte. 1, Wiscasset
- US Rte. 1, from Railroad Crossing to Edgecomb
Town Line - Intersection of Rte. 27 _at_ US Rte. 1, Edgecomb
- 7 Other Locations having Critical Rate Factors
gt1.0 - US Rte. 1, from Old Bath Rd. to Flood Ave.
- Intersection of US Rte. 1 _at_ Lee St.
- US Rte. 1, from Lee St. to Churchill St.
- Intersection of US Rte. 1 _at_ Rte. 218 Fort Hill
St. - US Rte. 1, from Middle St. to Water St.
- Intersection of US Rte. 1 _at_ Eddy Road
- US Rte. 1, from Englebrekt Rd. to Route 27
13Section 106 Historic Preservation Act
- National Register of Historic Places
- Wiscasset Historic District
- Wiscasset Jail Museum (Rte. 218)
- US Customs House Post Office-Old Courthouse
(Water St.) - Red Brick School (Warren St.)
- Captain George Scott House (Rte. 218)
- Races Cabins, US Route 1 (Eligible)
- National Historic Landmarks
- Nickels-Sortwell House (Main St.)
14Questions?
- Gerry Audibert, P.E.
- Bureau of Transportation Systems Planning
- Maine Department of Transportation
- 16 SHS, Child Street
- Augusta, ME 04333-0016
- (207) 624-3315
- gerry.audibert_at_maine.gov