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I-15/Timpanogos Highway (S.R. 92)
   Diverging Diamond Interchange (DDI) Retrofit
(Now Called Double Crossover Diamond (DCD) by FHWA)




                                        May 9, 2012


                                     Michael Lasko, PE
                                     Brad Hartman, PE
                                     Brian Michels, PE

                                         801-350-5200
Timpanogos Highway (SR-92)/I-15
Double Crossover Diamond Interchange (DCD) Retrofit

   Replace existing tight diamond I/C to a double crossover diamond I/C

        Public Outreach – Design Development and Construction
        Geometric footprint and drainage to fit within existing I-15/SR-92
         right of way
        Traffic Operations
        Minimize impacts to utilities
        Signing, Striping, and Traffic Signals
        Maintenance of Traffic during construction
Public Outreach – Design Through Construction
   Key Part of the Team
   Public Outreach Team attended
    design and construction
    coordination meetings
        Enabled better public awareness
         in advance of and during
         construction
   Website:
    http://www.udot.utah.gov/sr92/
   Design/Build Liaison
Roadway Design
   Benefit/Cost – 15+ yrs at $7.9M
   Driver Perception
        Channelization, Sight
         lines, Barriers, Curbing, Signage, Glare
   Match Existing Infrastructure (ie
    ramps, structures)
   I-15 over SR-92 Vertical Geometry
   Accommodation for Pedestrian Movements
   Utilize Existing Pavement
        Enabled more efficient MOT setups during
         construction
        Minimized construction costs
Traffic Operations
   FHWA Interchange Access Change Request Acceptance
        Geometrics and Signing Plans and Traffic Models
   Travel Demand Model Future Forecasts
        Affects operations, geometrics, storage
   Utilize Right Modeling Tools
        Synchro – Lower cost/Less Effective VISSIM – Higher cost/Very
         Effective
   Maintenance of Traffic
        Iterative process – MOT Options vs. Modeling/Contract Requirements
   Two Phase I/C Results in Better Efficiency
        Careful consideration required with adjacent intersections
        2030 PM Peak SB Ramp Terminal 45% Delay reduction (75s to 41s)
Drainage Design
   Quick Facts

   Challenges & Lessons Learned
       Existing flat grades
       Unique geometry
       Design standards
       Design flexibility         Photo courtesy UDOT


       Utilities
       Collaboration and
        documentation
Minimize Utilities Impacts

   Complete Interlocal Agreements
        Continual coordination with utility operators
   Pothole and survey existing utilities prior to design
   Develop utility plan
   Utility coordinator/Engineer
Signing, Striping, Traffic Signals
    Signing Balance
         Avoid over signing the DCD
         Keep signing simple
    Manage Vehicle Throughput and I/C Capacity
         Consistency w/Operational Analysis
         Stop bar placement, Ramp Meters, Shoulders/Shy Distances
         Lane widths
         Speed
    Involve Region Traffic Signal Inspector
         Signal Head Placement
Maintenance of Traffic during Construction
   Conduct dry runs and
    brainstorming sessions with
    Contractor, UDOT, Designer
   Minimize impacts to LOS by
    utilizing night time/weekend
    construction operations
   Utilize operational efficiencies
    of DCD as soon as possible
   Utilize temporary elements
   Be diligent and flexible during
    construction activities
Summary

   Double Crossover Diamond Retrofits Benefits:
        Maximizes Traffic Operations at a Lower Cost
         • FHWA and UDOT Supports the use of DCD Retrofits
        Reduces Travel Delays
        Extends Interchange Life
        Improves Safety – Drivers are More Perceptive
        Other States Following UDOT’s Lead
         • Ohio, Illinois, Kansas

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SR 92 DDI

  • 1. I-15/Timpanogos Highway (S.R. 92) Diverging Diamond Interchange (DDI) Retrofit (Now Called Double Crossover Diamond (DCD) by FHWA) May 9, 2012 Michael Lasko, PE Brad Hartman, PE Brian Michels, PE 801-350-5200
  • 2. Timpanogos Highway (SR-92)/I-15 Double Crossover Diamond Interchange (DCD) Retrofit  Replace existing tight diamond I/C to a double crossover diamond I/C  Public Outreach – Design Development and Construction  Geometric footprint and drainage to fit within existing I-15/SR-92 right of way  Traffic Operations  Minimize impacts to utilities  Signing, Striping, and Traffic Signals  Maintenance of Traffic during construction
  • 3. Public Outreach – Design Through Construction  Key Part of the Team  Public Outreach Team attended design and construction coordination meetings  Enabled better public awareness in advance of and during construction  Website: http://www.udot.utah.gov/sr92/  Design/Build Liaison
  • 4. Roadway Design  Benefit/Cost – 15+ yrs at $7.9M  Driver Perception  Channelization, Sight lines, Barriers, Curbing, Signage, Glare  Match Existing Infrastructure (ie ramps, structures)  I-15 over SR-92 Vertical Geometry  Accommodation for Pedestrian Movements  Utilize Existing Pavement  Enabled more efficient MOT setups during construction  Minimized construction costs
  • 5. Traffic Operations  FHWA Interchange Access Change Request Acceptance  Geometrics and Signing Plans and Traffic Models  Travel Demand Model Future Forecasts  Affects operations, geometrics, storage  Utilize Right Modeling Tools  Synchro – Lower cost/Less Effective VISSIM – Higher cost/Very Effective  Maintenance of Traffic  Iterative process – MOT Options vs. Modeling/Contract Requirements  Two Phase I/C Results in Better Efficiency  Careful consideration required with adjacent intersections  2030 PM Peak SB Ramp Terminal 45% Delay reduction (75s to 41s)
  • 6. Drainage Design  Quick Facts  Challenges & Lessons Learned  Existing flat grades  Unique geometry  Design standards  Design flexibility Photo courtesy UDOT  Utilities  Collaboration and documentation
  • 7.
  • 8. Minimize Utilities Impacts  Complete Interlocal Agreements  Continual coordination with utility operators  Pothole and survey existing utilities prior to design  Develop utility plan  Utility coordinator/Engineer
  • 9. Signing, Striping, Traffic Signals  Signing Balance  Avoid over signing the DCD  Keep signing simple  Manage Vehicle Throughput and I/C Capacity  Consistency w/Operational Analysis  Stop bar placement, Ramp Meters, Shoulders/Shy Distances  Lane widths  Speed  Involve Region Traffic Signal Inspector  Signal Head Placement
  • 10. Maintenance of Traffic during Construction  Conduct dry runs and brainstorming sessions with Contractor, UDOT, Designer  Minimize impacts to LOS by utilizing night time/weekend construction operations  Utilize operational efficiencies of DCD as soon as possible  Utilize temporary elements  Be diligent and flexible during construction activities
  • 11. Summary  Double Crossover Diamond Retrofits Benefits:  Maximizes Traffic Operations at a Lower Cost • FHWA and UDOT Supports the use of DCD Retrofits  Reduces Travel Delays  Extends Interchange Life  Improves Safety – Drivers are More Perceptive  Other States Following UDOT’s Lead • Ohio, Illinois, Kansas