OHM - Diverging Diamond Interchange
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Diverging Diamond Interchange

Discovering Diamonds in Michigan


Today it’s no surprise that in some areas Michigan is lagging far behind the rest of the nation: job growth, economic development and housing sales. On the upside, Michigan continues to occupy a historic leadership position when it comes to pioneering traffic improvements. From the world’s first four-way traffic signal to the first dual roundabout interchange, traffic engineers and innovators in the Great Lakes State actively pursue bold new ideas to improve transportation.

OHM, an engineering advisory firm, recently evaluated an innovative new interchange known as a diverging diamond. The diverging diamond interchange (DDI) was examined as a solution for a two separate congestion-plagued locations in suburban Detroit’s Macomb County and Oakland County, respectively. The diverging diamond interchange is a French import, first used in the city of Versailles, just outside Paris, in the 1970s. The first DDI in the United States made its debut in 2009 in Springfield, Missouri, at the intersection of I-44 and the Kansas Expressway (Rte 13).

Click for a 3D video simulation of a DDI at I-75 / University Drive.
Located in the City of Auburn Hills, Michigan.

Click to play video
Will open video in standalone Windows Media Player.

Drivers on the left
The diverging diamond interchange might appear complex on paper, but the function is surprisingly simple. The design elements - ramps, traffic signals, medians - are basics found in any highway interchange. The difference lies in the DDI’s operation. The diverging diamond concept requires drivers to briefly cross to the left, or opposite side of the road at carefully designed crossover intersections.

Conflict Points
Diverging Diamond Interchange
50% reduction in crashes
Traditional Intersection

Drivers travel for a limited distance, then cross back to the traditional or right side of the road. This unconventional aspect promotes left turn movements and allows traffic to move from the freeway ramp to the intersecting roadway without ever turning across the path of opposing traffic. Traffic signals are installed at the crossovers.

Improved safety and operation with lower cost

One of the most compelling benefits of the DDI design is that it increases safety. It does so by reducing the number of potential conflict points through eliminating left turns crossing opposing traffic. This can equate to as much as a 50% reduction in crashes.

A diverging diamond intersection also offers operational and cost benefits.
The DDI:

  • Moves traffic more quickly, because the number of places where traffic must stop is reduced.
  • Increases capacity at an intersection, because the left turn lane/signal phase is eliminated.

  • Additionally, a DDI is typically cheaper than a conventional diamond interchange because it requires fewer lanes to provide the same capacity. The Missouri Department of Transportation (MoDOT), the agency that designed and built the first DDI in the US, estimates that the Springfield DDI cost half as much as a conventional diamond interchange retrofit. The savings was achieved because the additional lanes needed for a conventional diamond interchange would have required the construction of a new bridge and the purchase of right-of-way.
    Visual cues lead to intuitive use

    The key elements of the interchange are designed to induce motorists to continue on their current path. These elements help reduce or eliminate driver error. Roadways follow normal intersection guidelines, using a crossing angle of 70 to 90 degrees. The two lanes of one-way traffic where the vehicles are driving on the opposite side of the road are typically separated by a raised median, which discourages drivers from driving in the wrong direction. Other recommended features include large wrong-way arrows on the pavement, green arrows at the signal heads and a glare screen to obscure headlights of opposing traffic while traveling left of center.

    Diamonds in the Great Lakes State
    Like Missouri’s DOT, the Michigan Department of Transportation, too, is wrestling with a common infrastructure challenge – freeways originally designed as limited access routes to larger cities are now themselves surrounded by burgeoning development. Macomb County in Southeast Michigan has posted double digit population increases over the last 20 years, leading to capacity problems at some of its major interchanges.

    The 26 Mile Road over M-53 interchange in Macomb County, on the border between Shelby Township and Washington Township, is one of these sites. The interchange first built in a rural country setting is now in the middle of suburbia, evidenced by the Meijer and Home Depot developments at the western edge of the interchange. Most of the traffic at this interchange is generated by residents driving south to work, and then north returning from work, exiting onto 26 Mile Road to reach their homes. The big box stores and accompanying retail out lots have exacerbated the crush of traffic in the area.

    The existing interchange configuration is a rural diamond with loop ramps in the northeast and southeast quadrants. The ramps are not long enough to accommodate the increased traffic levels. Entering and exiting vehicles with conflicting speeds lead to weave problems on northbound M-53 and create freeway backups extending for miles during the evening rush hour. A pattern of rear end accidents illustrate the safety problems created by the interchange’s operational troubles.

    At the outset there were two conventional goals for the project:
  • Resurface a nine-mile stretch of M-53.
  • Increase the vertical clearance for the bridge carrying 26 Mile Road over the freeway.

  • However, what began as a standard resurfacing and bridge replacement project soon turned into a complicated interchange venture when OHM analyzed the site and its capacity issues. Not only did the interchange have significant operational deficiencies, but increasing the vertical clearance for the bridge would entail significant reconstruction of the ramps to adjust profiles to the new 26 Mile Road profile. When considering both these concerns, the engineering team felt that it made sense to consider a complete re-design to improve this interchange’s performance, while meeting the project’s initial directives.

    The team considered a number of design concepts for the 26 Mile Road and M-53 crossing, studying three options closely:
  • Relocate existing NE quadrant loop ramp to NW quadrant
  • Create a conventional diamond interchange with roundabouts
  • Design a diverging diamond interchange
  • OHM’s traffic engineers modeled each of the concepts to determine important performance factors:
  • Number of lanes
  • Capacity
  • Future level of service (LOS)
  • Average delay to motorists.
  • 26 Mile Road over M-53 Interchange, Macomb County, Michigan


    A preliminary estimate indicated that the costs for each of the three options - ramp relocation, conventional diamond or diverging diamond - only differed by 10%. The totals closely matched MDOT’s funding allocation for the basic interchange reconstruction. The table below compares some of the features of the three options studied for the interchange.

     

    M-53, 26 Mile Road Interchange Alternative Analysis Summary
     
    Interchange Options Option #1
    Partial cloverleaf with loops in NW & SE quadrants
    Option #2
    Conventional diamond interchange with roundabouts at ramp termini
    Option #3
    Diverging diamond interchange
    Number of Lanes • 4-lane bridge
    • Diamond ramps plus
    2 on-ramp loops
    • Off-ramps under
    two-phase signal
    control
    • Northbound offramp
    4 lanes (dual
    right turn & left turn)
    • Southbound offramp
    3 lanes (dual
    right turn & one left
    turn
    • Tee up loop ramp
    for westbound to
    southbound on for
    pedestrian crossing
    along north side of
    26 Mile
    • 4-lane bridge
    • Diamond ramps,
    plus northbound offramp
    loop (northeast
    quadrant)
    • Both roundabouts
    have 3 x 2 lanes
    • Northbound to
    eastbound bypass
    roundabout
    • Southbound to
    westbound bypass
    roundabout
    • Eastbound to
    Southbound bypass
    roundabout
    • 4-lane bridge
    • Diamond ramps
    • Off-ramps under
    signal control
    • Both off-ramps 4
    lanes (dual right turn
    & left turn)
    • Auxiliary turn lanes
    eastbound &
    westbound for onramps
    Level of Service
    (The transportation LOS system uses the letters A through F, with A being best and F being worst)
    West Side
    • AM LOS B
    • PM LOS B
    East Side
    • AM LOS B
    • PM LOS C
    West Side
    • AM LOS A
    • PM LOS A
    East Side
    • AM LOS A
    • PM LOS A
    West Side
    • AM LOS B
    • PM LOS C
    East Side
    • AM LOS B
    • PM LOS B
     
    Issues Design exception
    needed for loop ramps
    (tight radii) to avoid
    ROW impacts.
    Design exception
    needed for loop ramp
    (tight radius) to avoid
    ROW impacts.
    No design exceptions
    needed.

     

    Pedestrian consideration
    Pedestrian access through this interchange was another measure in the evaluation of interchange designs. A worn “goat path” shadowing 26 Mile Road made it clear that people frequently trek from the large residential area in the northeast quadrant to the commercial development west of the interchange.
     
    Prdestrian access a factor in evaluation
    DDI holds promise for site

    Careful analysis revealed that the DDI would provide a number of benefits at this site.

    In an area of rapid building, the DDI option would comfortably fit within the existing Right of Way (ROW). There would even be opportunity to create surplus ROW, pulling the diamond ramps inward, toward the freeway.

    DDI, with the crossovers under simple two-phase signal control, would provide a good level of service. By avoiding the complexities of left turn signals phasing, it would be easier to obtain progression through the corridor. And because left turns would not need to find gaps in
    opposing traffic, safety is vastly improved with the DDI.

    Pedestrian access is also easily accommodated in the DDI design. Using signals at the ramp terminals connected electronically with those at the crossover provides safe crossing phases. The split ramp terminal geometry, which uses a median to guide traffic, offers the additional
    benefit of reducing the pedestrian’s crossing length.


    Cons of DDI
    While the DDI offers many important advantages: increased safety and capacity, and decreased costs, critics point out that it violates driver expectation, forcing the driver to drive on the left of opposing traffic.

    Traffic engineers also are quick to note that a DDI is not suitable for all interchanges. Speed is an important factor to its safe and effective function because two directions of travel must cross at a skewed intersection. The reverse curves of a DDI are based on 35 mph or lower speed intersections.

    Nearby signalized intersections may also reduce the effectiveness of a DDI. Traffic from the nearby intersection could back up into the DDI, causing it to function poorly. 2

    Finally, a major consideration is the relative volumes of turning traffic entering or departing the interchange, versus the traffic passing straight through. A DDI works best when there are proportionally fewer pass through trips on the cross road.
       
    Simulation proves that DDIs are user friendly

    The greatest concern regarding the use of the diverging diamond design centers on the human factor. The DDI functions well in France, where it was first installed but the question remains: can drivers in the US navigate a diverging diamond, the intersection that would force them to drive on the left side lane?

    Yes.

    To evaluate the how this unique design would work with unfamiliar drivers, the Missouri Department of Transportation (MoDOT) partnered with the Federal Highway Association (FHWA) to test the Kansas City DDI before construction. FHWA built a simulation of the proposed DDI design in its Highway Driving Simulator (HDS). The FHWA Human Centered Systems team then observed volunteer participants driving through the simulated interchange. The simulator did reveal some minor problems with sight distance, which were quickly corrected in the
    design. Most importantly the simulator assuaged fears that drivers would bear to the right at the crossovers, despite signs and markings indicating otherwise. No drivers followed the wrong path at crossovers. Other types of driver errors occurred with the same frequency as with conventional interchanges.3

    Based on their experience in the HDS simulation of the intersection, the Missouri DOT personnel decided to recommend the DDI design over an alternative traditional design.

     

    Room to grow

    The testing by MoDOT and FHWA worked to allay the most significant user concern about the diverging diamond interchange, but how does the design accommodate increased capacity needs? At Michigan’s Macomb County site, the Road Commission has future plans to expand
    the 26 Mile Road corridor to a 6 lane boulevard, improving east-west county mobility between M-53 and I-94. Analysis determined that the DDI could easily accept additional lanes. By leaving space in the median, additional lanes could be added to the inside without impact to
    the ramp terminals. Unplanned expansions could also be accommodated by adding outside lanes, but this would require reconstruction of the ramp terminals.

    In the end, MDOT choose Option #2, the conventional diamond with roundabouts at the ramp termini for Macomb County’s M-53 at 26 Mile Road interchange, finding the consistently high Level of Service rating and very low user delay compelling characteristics. Still, the OHM engineering team is confident that DDIs will find a home at a Michigan interchange in the near future.

     

    Other diamonds in the making

    Michigan is not alone in its search for more effective traffic facilities. At least six other states are currently examining DDIs for specific sites:
    Missouri, Oregon, New Mexico, Kentucky, Maryland and Ohio.

     

    Look for diamonds at an interchange near you

    The diverging diamond interchange is one of the novel intersection designs that fulfill traffic planners’ often competing objectives of increased safety and capacity, with decreased congestion and infrastructure costs. With all these benefits, it won’t be long before Michigan
    drivers discover diamonds in their own backyards.

    For more information about diverging diamond interchanges, contact Stephen Dearing, PE, PTOE, Manager of OHM’s Traffic Engineering Services at 734/522-6711. Email: stephen.dearing@ohm-advisors.com.

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    Read the article on DDI

    In the end, a roundabout option won out for the Macomb County project, but OHM engineers are confident that the Diverging Diamond Interchange will soon bring its benefits to Michigan’s roadway system.

     

     

     

    US 12 - APWA’s 2007 Project of the Year

    Designed and constructed in four two-mile segments, the $57 million project had tremendous impact on Wayne County.
    For more information about DDI, contact Stephen Dearing, PE, PTOE, Manager of OHM’s Traffic Engineering Services.
    stephen.dearing@ohm-advisors.com
    734.522.6711