Mile Marker Signs and the. David DiNocco Transportation Planner Massachusetts Department of Transportation
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1 Mile Marker Signs and the Linear Referencing System David DiNocco Transportation Planner Massachusetts Department of Transportation
2 Agenda 2 Introduction MA Road Inventory Database Why Replace Mile Markers? Existing Mile Markers Mile Marker Process In House Mile Marker Installation in the Field After Installation Current Plans Future Plans FAQs Questions
3 Mile Marker Signs Milestone 3 Modern Sign
4 4 MA Road Inventory Database Background Past Documents Physical maps CAD drawings ArcInfo files Recent Past ArcGIS SDE Database Measures derived from historic data Measures derived from database Current and Future ArcGIS SDE Database Measures derived from mile markers in the field
5 MA Road Inventory Database Background 5 Record of: Functional Class Ownership Federal-Aid Eligibility Official Mileage Roadway Physical Attributes
6 MA Road Inventory Database Background Physical Road Description 6
7 MA Road Inventory Database Background 7 Linear Referencing Systems Follows roadway direction Follows primary direction (NB/EB)
8 MA Road Inventory Database Background 8 Linear Referencing Methods Follows roadway direction ARAN vehicle data (pavement) Primary and opposing directions measured separately Does not match milepost signs
9 Initial Mile Points: Follow Direction of Travel 9
10 MA Road Inventory Database Background 10 Linear Referencing Methods Follows primary direction (NB/EB) Both sides of road in sync Matches milepost signs Provides maximum measure of the route
11 Equation Mile Markers: Both Sides of Road Match 11 Mile Marker Equation
12 Why Replace Mile Markers? 12 Essential to MassDOT maintenance needs Essential to Public Safety State Police Enhanced 911 Program
13 Existing Mile Markers 13 Inaccurate In disrepair Not tied to the Road Inventory Database
14 Mile Marker Process in 14 Initial Mile Points House Database derived Mile Points Mile Points based on direction of travel Equation Mile Points Mile Points are the same on both sides of the road Mile Point values are adjusted where roads diverge and come back together Include GPS Coordinates
15 15 Mile Marker Installation in the Field Initial Coordinates Maps and spreadsheets Field Installation Contractor installed mile marker signs Final GPS Coordinates Added to the database to create a new LRS
16 Spreadsheets 16 Spreadsheet of initial GPS coordinates sent to contractor
17 Maps 17
18 Survey Results Survey from the contractor 18
19 After Installation 19 Three LRS Available Follows roadway direction Segment Based (Shape Length) Historic Data Based Follows primary direction (NB/EB) Mile Marker Based
20 After Installation 20 Maintenance can be recorded properly in the database Assistance can be provided at the precise location of an incident
21 Mile Marker LRS 21
22 Data Process 22 Road Segments Event tables Roadway LRS Mile Markers Mile Marker LRS Road Inventory Flat File
23 Current Plans 23 Internal Use MassDOT Highway Divided Roadway Maintenance MassDOT Planning Updating road inventory attributes Other Agencies State Police Enhanced 911 Program
24 Highway Route Log 24
25 Video Log 25
26 26 S T A T E P O L I C E
27 Future Plans 27 Install Mile Markers on all major roads Complete installation on undivided roadways Maintenance of Mile Marker Signs
28 FAQs 28 Time Frame 2004 Initial LRS Created 2006 Pilot and First Round of Signing 2009 Second Round of Signing General Public Information Lessons Learned Communication!
29 Reference Feature 29
30 Reference Feature 30
31 Questions 31
32 Contact Info 32 David R. DiNocco Transportation Program Planner Geospatial Resources Massachusetts Department of Transportation Office of Transportation Planning 10 Park Plaza, Suite 4150 Boston, MA Phone: Fax:
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