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Senior Project SR-60/Theodore St.November 14, 2014
Agenda• Geometrics Team Updates
• Traffic Team Updates• Existing Synchro Model
• 2040 Synchro Model• Digital Mapping Team Updates
• Environmental Team Updates
• Media Team Updates
Geometrics Team Updates
Traffic Team UpdatesExisting Synchro Model
2040 Synchro Model
Existing Model
Added Freeway to model
LOS matches given Caltrans LOS By adding truck percentages and signal timing sheets
Existing Model
2040 Model To Do
Existing Model
2040 Model To Do
ID Intersection Caltrans LOS (AM Peak Hour)
Our LOS(AM Peak Hour)
Caltrans LOS (PM Peak Hour)
Our LOS(PM Peak Hour)
1 Theodore St and Eucalyptus Ave
A A A A
2 Theodore St. and SR-60 EB Ramps
A A A A
ID Intersection Caltrans Delay AM Peak Hour (sec/veh)
Our Delay AM Peak Hour (sec/veh)
Caltrans Delay PM Peak Hour (sec/veh)
Our Delay PM Peak Hour (sec/veh)
1 Theodore St and Eucalyptus Ave
<10.0 2.2 <10 3.2
2 Theodore St. and SR-60 EB Ramps
<10 6.1 <10 3.2
Level of Service AM/PM (LOS)
Delay AM/PM Peak Hour
2040 Model
Started modeling 2040 conditions
Not yet accurate
Projected 40% heavy vehicle volumes
Show pictures of comparison (report vs Caltrans table) Show 2 using HCM2000
Existing Model
To Do2040 Model
What we need to do
Information we need Future truck percentages
Zero’s and non existing segments
Are the signal timings for the 2040 no build alternative the same as existing?
Match the 2040 Model to Caltrans’ 2040 LOS values Find out what we are missing to make our model match
Existing Model
2040 Model To Do
Environmental Team
Digital Mapping TeamGenerator and Scanning
BoundaryGIS Map Discrepancies Why use parcel maps?
Media Team Updates