Interstate 495 & Route 9 Interchange Improvement … 495 & Route 9 Interchange Improvement Study ....
Transcript of Interstate 495 & Route 9 Interchange Improvement … 495 & Route 9 Interchange Improvement Study ....
Interstate 495 & Route 9 Interchange Improvement Study
Study Advisory Group Meeting #3
Februaryy24 ,,2012
MassDOT
Agenda
•Recap of SAG Meeting #2
•Future (2035) Conditions
•Alt ti f C id tiAlternatives for Consideration •Next Stepps/Discussion
MassDOT
Meeting #2 Recap – Summary of Issues
• High Peak Period Commuter Traffic Volumes
• Existing Roadway Geometry is Substandard
• • Accident Accident Rates Rates are are HighHigh
• Congestion Reduces Mobility
• Poor Pedestrian/Bike Facilities
• Available commercial and industrial spacespace exceeds prp ojojecteddemand
• Potential demand for additional retail development
MassDOT
Future (2035) Traffic/Roadway Conditions
•Traffic Volumes
•Capacity Analysis Results
• IIssues
MassDOT
Traffic Volume Projection - 2035 No-Build • CTPS Regional Model Forecasts
– Uses year 2035 Population and employment projections
– Land Land UseUse ssummarized ummarized inin TTraraff ffic ic AnalysisAnalysis ZoneZones
– 4-Step Model Process – Trip Generation, Mode Split, Distribution, and Assiggnment
– Roadway peak volumes are converted to turning movements at intersections
MassDOT
I-495 Peak Hour Traffic Volume Growth
2004 2011 2035
North of Route 9 AM 9,700 8,900 10,350
North of Route 9 PM 9,650 8,550 9,900
South of Route 9 AM 9,850 9,000 10,700
South of Route 9 PM 9,850 9,190 10,600
South of I-90 AM 9South of I -90 AM 9,990 9990 9,210 11210 11,000000
South of I-90 PM 10,100 9,620 11,350
MassDOT
Interchange Peak Hour Traffic Volume Growth
2004 2011 20352004 2011 2035
I‐495‐Route 9 AM ,5 950 6,810 8,050 , , ,
I‐495‐Route 9 PM 5,800 6,590 7,600
I‐495/‐I‐90 AM 6,650 6,690 7,900
I‐495/‐I‐90 PM 6,550 6,830 7,450
MassDOT
AM Peak Hour Interchange Traffic Volumes
Highest Traffic Volumes
• II-495495 NNortthbhboundd
• Rt. 9 Eastbound / WWeestboundstbound
• I-495 Northbound to
II-9090 EastboundEastbound
MassDOT
PM Peak Hour Interchange Traffic Volumes
Highest Traffic Volumes
• II-495495 SSoutthbhb oundd
• Rt. 9 Eastbound / WWeestboundstbound
• I-90 Westbound
RampRamp
MassDOT
AM Peak Hour Route 9 (East)
• High Rt. 9 Eastbound VolV lumes
• High Turning
Movements atat MovementsEMC
MassDOT
PM Peak Hour Route 9 (East)
• High Rt. 9 We stbound VolV lumes
• High EMC VoVolluummee to to RRtt . 9Westbound
MassDOT
AM Peak Hour Route 9 (West)
MassDOT
• High Rt. 9 We stbound VolV lumes
• Heavy Connecto rRdRd . SouthbounSouthboundLeft Turn
2035 Roadway Improvement Assumptions EMC Planned Improvements at Crystal Pond RoadEMC Planned Improvements at Crystal Pond Road
MassDOT
2035 Peak Hour Level of Service Route Route 99 aat t II-495 495 InterchangeInterchange
Interchange Movement Peak Hour LOS
Route 9 WB on-ramp from I-495 SB (merge) AM/PM E/D
I-495 SB off-ramp to Route 9 WB (diverge) AM/PM D/D
I-495 SB at Route 9 ramps (weave) PM D
I-495 NB off-ramp to Route 9 EB (diverge) AM E
I-495 SB on-ramp from Route 9 EB (merge) PM D
Route 9 WB off-ramp to I-495 NB (diverge) PM D
I-495 NB on-ramp from Route 9 WB (merge)I 495 NB on ramp from Route 9 WB (merge) PM DD I-495 NB at Route 9 ramps (weave) AM/PM E/D
MassDOT
2035 Peak Hour Level of Service I I-90 90 atat II-495 495 InterchangeInterchange
Interchange Movement Peak Hour LOS
I-495 NB to I-90 (diverge) AM/PM F/D
I-90 to I-495 NB (merge) AM E
I-495 SB to I-90 (diverge) AM/PM F/D
I-90 to I-495 SB (merge) PM F
MassDOT
2035 Peak Hour Level of Service Route Route 99 (East) Signalized (East) Signalized Intersectionss
AM
Intersection
Intersection PM
Computer Drive and Route 9 Ramps C A
Connector Road and Research Drive D D
Research Drive and Route 9 RampsResearch Drive and Route 9 Ramps BB DD
Connector Road/Computer Drive F F
Research Drive/Friberg Parkway D F
MassDOT
Peak Hour Level of Service 2035 2035 RouteRoute 9 9 (W(W est)est) SSignalized ignalized Intersectionons Intersecti
Intersection AM PM
R t 9 EB/C li D i Route 9 EB/Coslin Drive F F FF Route 9 EB/#352 Driveway C C Route 9 EB/ Crystal Pond Road* y C BRoute 9 EB/ Deerfoot Road E E Route 9 WB/ Deerfoot Road F D Route 9 WB/# 325 Driveway Route 9 WB/# 325 Driveway D D FF Route 9 WB/Flagg Road F F Route 9 WB/Park Central Drive F F * Assumes future improvements Note: The intersection of Washington Street with Route 9 EB is assumed to be eliminated in the future as part of the proposed EMC development.
MassDOT
Summary of Traffic Issues
• I-495 Traffic Volumes Increase 10-20% • Rt.9 Traffic Volumes Increase 10% • • TTrafraffic fic Increases Increases Degrade Degrade Operations Operations at at MostMost
Locations
MassDOT
Population and Employment Growth 2009 to 2035 Town 2009 2035 Percent Change PopulationPopulation Southborough 9,584 10,868 13% Westborough 18,468 21,110 14% Employment Southborough 6,590 7,688 16% Westborough 22,749 27,690 21%
MassDOT
Alternatives for Consideration
•Traffic/Roadway
•Transit/TDM
••Pedestrian/Pedestrian/ BikeBike
MassDOT
Traffic/Roadway Alternative Types
•Ramp Improvements
•Driveway Consolidation/Access Management
••CollectorCollector-Distributor Distributor RoadRoad
• Interchange Improvements
• ITS
••AlternateAlternate TToll oll Collection Collection TTechnologyechnology
MassDOT
Driveway Consolidation
EMC Southborough Executive Place
Unisource Distribution
Warehouse
Law Office
Gulf Station
Cumberland Farms
Auto
Clark University Office
Wendy s Volvo
Beer & Wine
9
C O S L I N DR
BAN
TRY
RD
TARA RD
C O S L I N
W A Y
FLAG
G R
D
W A S H I N G T O N ST
C R Y S T A L P O N D R D
T U R N P I K E R D
MassDOT
Collector-Distributor Road Existing I-495
0 100500 10050
Feet
CD Road Alternative Shift Mainline
to an
i
Medi
Convert M i l
to Median
Mainline to CD Road
50 0100
No Increase in Overall
ROW Width
0 10050
Feet
MassDOT
Collector-Distributor Road Options
• CD Road – Short Option
– Focused on Route 9
– 1.25 miles long
• CD Road – Long Option
– Extends to south of I-90
– 2.75 miles long
MassDOT
Transit/TDM Alternatives
• WRTA/MWRTA Limited Stop Bus Connection along Route Route 99
• Shuttle Service from Westborough and Southborough CommuterCommuter Rail Rail StationStations
• Expand TMA Participation
• Park & Ride Lots
MassDOT
Preliminary Transit Alternative Concept 8 5
Westborough Technology
Park
9
Westborough
EMC9
Business Park
8 5
R t 85 R t M lb h H ki t (b th ) N
Route 85 Route Marlborough-Hopkinton (by others) I-495/MetroWest Development Compact Priority Development Area
MassDOT
Pedestrian/Bike Improvements
• Improve Pedestrian Sidewalks and Crosswalks • Implement Bike-Sharing program
MassDOT
Schedule and SAG Meetings
TASK MEETING DATE 1. Study Area September 2011
2. Existing Conditions & December 2011 Issues EvaluationIssues Evaluation
3. Future Conditions & February 2012 AlternativesAlternatives
Development
June 20124.
Alternatives Analyysis September 2012
5. Recommendations
December 2012
6. Fi an l Repoeport
MassDOT