A Diverging Diamond Interchange (DDI) is: a type of interchange designed to increase capacity, decrease congestion, and minimize new construction cost.
A DDI is different from traditional intersections in that they allow for free left turn movements, meaning that left turning vehicles will not cross in front of opposing traffic. By eliminating this movement green time can be increased resulting in improved intersection capacity and safety.
Key Points 1. Improved Safety:
o Lower Speeds o Low Conflict Points o Increased acceleration distance on I-‐75 for WB University to SB I-‐75
2. Improved Traffic Flow: o 2-‐phase signals at the crossing intersections requires shorter cycle lengths o Reduced delays o Increased acceleration distance on I-‐75 for WB University to SB I-‐75
o Improved operations at the University Dr / High Meadow 3. Chrysler Drive Access: Proposed project will provide direct access from Chrysler Drive to NB I-‐75 without
stopping at University Drive signal.
4. Driver Adaptability: The DDI will have signs, markings, and lighting to direct traffic. Studies in Missouri have confirmed that drivers adapt quickly.
5. Pedestrian / Bicycle Facilities: 10’ wide pathway connecting the east and west sides of the interchange.
6. Decreased Construction Costs & Right-‐of-‐Way Impacts: In 2004 a traditional loop ramp interchange
project was studied. The proposed DDI project will cost nearly half as much as a traditional loop ramp configuration and requires permanent ROW from 1 parcel.
7. Construction is scheduled to start spring of 2015 Results of 2011 Missouri DOT Study of I-‐44 and Rte 13 DDI (Constructed in 2009)
Traffic operation conclusion included the following: • Left turn movements within the DDI experienced a noticeable decrease in traffic delay and traffic queuing; • The DDI, in the future, will handle increased traffic volumes when compared to a
diamond interchange. The 2035 traffic model demonstrated this fact. It was also observed on several occasions during peak travel periods or when an over-‐dimension load negotiated the DDI. The recovery from traffic back-‐ups created by these conditions were normally eliminated within one to two signal cycle lengths; • Over-‐dimension loads (over-‐sized trucks) up to 18 foot wide and 200 foot long have successful moved through the DDI • The overall the traffic flow through DDI is better Safety conclusion included the following: • Total crashes were down by 46% in the first year of operation; • Left turn type crashes were eliminated and left turn right angle type crashes were down 72% because of how left turns are handled within the DDI (free flow movements or yield control); • Rear-‐end type crashes were down slightly that might also be the results of how left turns are handled not under traffic signal control • DDI’s post-‐construction crash types are similar to any other signalized intersection and no definite crash pattern was noticed in the review that could lead to stating that within a DDI a certain type of crash increased; Public Perception conclusions included the following: • A very high percentage (80% plus) expressed that traffic flow had improved and traffic delay had decreased; • A very high percentage (87%) expressed that crash were more likely to occur within a standard diamond when compared to a DDI; • A very high percentage (around 80%) expressed that larger vehicles and pedestrian/bike movements through the DDI were better or similar to a standard diamond interchange; • A very high percentage (91%) expressed good understanding on how the interchange operated with the current design of islands, signing, signals and pavement markings.