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San Antonio Area Freeway System
PROJECT INFO: US 281 at Jones-Maltsberger

This page last updated August 20, 2022


This project is currently in design
The descriptions below are based on preliminary schematics and, as a result, details may change before the project goes to construction. This page will be updated when final schematics for the project are available.

Project locationLocation
US 281 at Jones-Maltsberger (South)

Advanced planning

Construction is not yet scheduled. As of this writing, it is listed to possibly start in 2032 and would take about a year to complete.

This approximately $5 million project will convert the intersections at 
US 281 at Jones-Maltsberger near the Alamo Quarry Market from conventional intersections to a "Diverging Diamond Interchange" (DDI). The DDI will shift traffic in both directions on Jones-Maltsberger to the opposite side of the roadway just before crossing US 281. Traffic will then travel under US 281 to the left of opposing traffic. This will allow traffic turning left to US 281 to then make a free left turn onto the entrance ramp. Through traffic on Jones-Maltsberger will then cross back over to the right side of the roadway. The two crossover locations will be controlled by a traffic signal. (See the diagrams below for a depiction of these changes.)

There are currently no DDIs in San Antonio, but one is proposed at Loop 1604 and Blanco and another at SE Military Dr and I-37. Elsewhere in Texas, there are currently DDIs in El Paso, The Colony, and in Round Rock next to the IKEA. The design has been used successfully in nearly 100 other locations around the US as well.

A companion project at Basse Road will help to remove traffic from this interchange.


Conventional flow

Note how the left turns conflict with the opposing through traffic


DDI flow

Note how the left turns no longer conflict with the opposing through traffic


Conventional flow

Note how the left turns conflict


DDI flow

Note how the left turns no longer conflict

How this project will help
The DDI will help reduce current and expected future congestion at this intersection. Current and projected traffic volumes are sufficient to cause level of service "F" (congested) conditions during peak periods but are not sufficient to justify flyovers now or during the next 20 years. Thus, this intersection is considered to be in the "sweet spot" for an "outside-the-box" (no pun intended) intersection design. Computer modeling shows a dramatic improvement in this intersection's operation with a DDI over conventional improvements; the following table summarizes those findings.

Delay (in seconds) on Jones-Maltsberger

How a DDI improves traffic flow: A DDI is a relatively low-cost improvement that increases the throughput of an intersection by eliminating the conflicts caused by left turns. This is accomplished by shifting all traffic to the left side of the road through the interchange. Doing so then allows two movements that would normally be conflicting to go at the same time. For example, traffic turning left from the southbound exit ramp can move at the same time as northbound traffic on Jones-Maltsberger. This overlapping eliminates one of the two signal phases required for them in a conventional intersection, making the signals much more efficient by allowing more traffic to move through the intersection in the same amount of time.

DDIs also improve safety by reducing the number of potential crash points from 26 to 14 with the worst type (side-angle collisions) reduced from 10 to just two. Additionally, a DDI physically prevents drivers from turning the wrong way onto the access roads, thus helping to prevent head-on collisions.

Signs, markings, and signals: To properly control traffic and minimize potential conflicts, traffic signals will be located at the crossover locations as well as the left turns from the exit ramps. These are simple, two-phase signals and will be tightly coordinated and operated from the same signal controller.

Additional lane markings and signage (including large overhead signs) will help channel traffic into the correct lanes. The crossover intersections will be angled sufficiently to make the crossover transition much more intuitive (engineers have learned from previous projects the optimal angles for this.) 

Driving through a DDI is actually far easier than it may seem from the diagrams and descriptions.

Improvement statistics:
A study of the DDI built in Round Rock in 2016 showed that despite a 50% increase in afternoon peak period traffic volumes after the DDI was completed, travel times improved 44-58% over the previous conventional intersections.

Safety has also improved at DDI intersections. A study of safety improvements at DDI intersections in Colorado showed a 36% reduction in crashes. A 60% reduction was reported at a DDI in Springfield, Missouri, where 97% of drivers reported they felt the DDI was safer than the previous conventional intersections.

Drawbacks/cons: The main negative of this intersection is that straight-through traffic from the exit ramp to the entrance ramp will not be possible. However, as there are not continuous frontage roads on either side of this interchange, this should not be an issue here.

As with anything new and unconventional, there will be some skepticism and initial confusion while drivers learn the new traffic patterns and adapt. And there are always some naysayers who will perpetually denigrate anything different, innovative, or outside their comfort zone or understanding.

  • This looks confusing. It will cause lots of crashes.
    While it may look complicated on the schematics, it's actually fairly easy to navigate on the ground. See the "how-to" video at the bottom of this page. Statistics from DDI implementations show a significant reduction in crashes and practical experience from other DDI locations shows drivers quickly adapt to it.

  • How does this improve traffic?
    This intersection design improves traffic because shifting the traffic to the left side of the road through the intersections removes the conflicts between left turns and opposing traffic found in a conventional intersection. As a result, traffic in two of the four legs of the intersection can move during a single green phase instead of needing two separate phases, thus moving more traffic through the intersection in the same amount of time.

  • Will there be turnarounds?
    No, this project will not add turnarounds. There is insufficient demand at this location for turnarounds

  • Why not just add the extra turning and through lanes?
    While this would help move more vehicles through the intersection on each cycle, the improvements would be short-lived as traffic increases to fill the new lanes. The DDI dramatically improves the underlying efficiency of the traffic signals themselves which provides longer-term relief. See the chart above that compares projected delay with a DDI versus conventional improvements.

  • Why not build flyovers instead like the ones at Bandera and Loop 410?
    This intersection does not have current or projected traffic volumes or patterns to justify flyovers.

  • Why don't they build a railroad overpass/underpass?
    Constructing a railroad grade separation is very expensive and requires approval from and extensive cooperation with the railroad. In this location especially, the proximity of the freeway makes such a project very challenging. That said, TxDOT and the City of San Antonio are working with Union Pacific on a long-term plan to construct grade separations for the railroad at Jones-Maltsberger, Basse, and Sunset. Such a project is likely a decade or more out, however.

  • How is this different than the intersection under construction at Bandera and Loop 1604?
    The DDI is similar to the Displaced Left Turn (DLT) intersection being built at Bandera and 1604 in that they are both considered to be
    types of "innovative" or "alternative" intersection designs that make signalized intersections function better by removing the inefficiencies caused by protected left turns. Both intersection designs do this by moving the left turns over to the other side of the road and out of the way of oncoming traffic. However, in the DLT, it is just the left turns that are shifted to the other side of the road whereas the DDI moves both left-turning and through traffic over. A DLT has its crossovers further away from the main intersection and requires more signals and right-of-way than a DDI. Also, the DLT does not block through-traffic on the access road like a DDI does. Finally, a DLT does not eliminate the conflicting left turns from the access roads to the cross street like a DDI does.

  • Who came up with this cockamamie design?
    The DDI design has been used in France since the 1970s and made its debut in the United States in 2009. It is now in use in nearly 100 locations in the US and internationally and has a proven track record of improving traffic and safety wherever it has been implemented. It is one of several types of "innovative" or "alternative" intersection designs being implemented across the country at intersections that do not warrant more expensive conventional upgrades (e.g. flyovers.) TxDOT selected this design for this intersection after studying multiple other options. Computer modeling showed this design provided significant improvement in operations with substantial reduction in delays. The DDI concept was hailed by Popular Science magazine as one of the top 100 innovations in 2009 and has been featured on National Public Radio and in Time, Forbes, and many other publications.

Click on the image below to open the detailed schematic for this project from TxDOT with my own annotations added to help clarify and explain the various elements. The schematic will open in a new window that you can scroll and zoom. Below that is a "how-to" video on navigating a DDI.


TxDOT has a good video that describes this project and the one at Basse:


Other sites of interest

TxDOT - Open House - US 281 at Basse Road and Jones Maltsberger Road Interchanges
Alternative Intersections - Diverging Diamond Interchanges
The Diverging Diamond Interchange Website
TXDOT - DDI Fact Sheet (created for FM 1431 project but applies generally)
FHWA - Diverging Diamond Interchange Informational Guide
Wikipedia - Diverging Diamond Interchange
TxDOT - I-35/RM 1431 Diverging Diamond Interchange Visualization

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