By Larry Robinson
There is a lot of confusion and controversy about left turn phasing. This page is intended to remove some of the confusion.
Even the terminology about left turn phasing is confusing, because so many different terms have been used for the same things, and because some of the terms and abbreviations have been used for different things. A complete glossary is provided at the end of the article in Appendix A. For immediate use, here is a list of the unambiguous terms used in the rest of this article:
An early study made by Harvey Hawkins (A Comparison of Leading and Lagging Greens in Traffic Signal Sequences) in 1963 was one of the first real attempts to compare leading and lagging left turn phasing. But the study was hampered by the following limitations:
The only left turn phasings actually studied were leading P/P and lagging P/P. This affected the advantages and disadvantages listed in the study. The advantages and disadvantages from the Hawkins study are paraphrased in the table below with the identifier (H).
The study also examined signs used with leading and lagging left turn phasing:
Several more signs have been added in the intervening years:
* Sign still in use
• A circle of the correct color on the sign
An article by Benjamin McKay in 1966 (published Lead and Lag Left Turn Signals Traffic Engineering April 1968 pp50-57) was also limited by the following:
Thus, the only left turn phasings actually examined were leading E/P and lagging P/P. This affected the advantages and disadvantages listed in the study. The advantages and disadvantages from the McKay article are paraphrased in the table below with the identifier (M). The article concluded that the main requirements for safety were making lead phasings E/P, and avoiding yellow trap with lag phasings. It also suggested choosing lead or lag based on progression advantages.
Another study completed in 1989 was An Evaluation of Leading Versus Lagging Left Turn Signal Phasing, by Hummer, Montgomery, and Sinha. Items from this study are paraphrased in the table below with the identifier (S).
In several places, they do not seem to have realized that the Hawkins study covered only the P/P leading case and the P/P lagging case, and was mainly a collection of opinions from engineers. The following statements made in their study are not true:
The advantages and disadvantages listed were provided by the survey respondents. They were not intended to be conclusions. From the Hawkins study:
The results of the Hummer study:
Items added by this page author have the identifier (R).
CHARACTERISTIC ADVANTAGES |
NO LEFT PHASE |
LEAD P/P |
LAG P/P |
LEAD E/P |
LAG E/P |
---|---|---|---|---|---|
Permits higher intersection capacity on 2-lane roads (H) | √ | ||||
Reduces congestion by clearing left turns first (H) | √ | √ | |||
Uses fewer intervals in the signal cycle (H) | Note X | ||||
Easier to adjust to minimum time in off peak periods (H) | Note X | ||||
Eliminates left turn conflicts by clearing left turns first (H) | √ | √ | |||
Driver reaction time is quicker (H) | √ | √ | |||
Requires only one amber clearance interval (H) | Note X | ||||
Desirable where left turn lanes do not exist (H) | √ | √ | |||
Can be used for progression where unequal spacings exist (H M) | √ | √ | √ | √ | |
Conforms to normal right of way law (H M) | √ | √ | |||
Close to normal driving (H) | √ | √ | |||
Does not trap left turn driver when arrow ends (H) | √ | √ | √ | ||
Separates pedestrians and left turns (H) | √ | √ | |||
Less time for left turns, since they can turn on green before (H M) | √ | ||||
Left turns don't steal time from thru vehicles when arrow ends (H M) | √ | √ | √ | ||
Cuts off only platoon stragglers (H) | √ | √ | |||
Desirable where left turn lane exists (H) | √ | √ | √ | √ | √ |
CHARACTERISTIC DISADVANTAGES |
NO LEFT PHASE |
LEAD P/P |
LAG P/P |
LEAD E/P |
LAG E/P |
Pedestrian conflicts with left turns (H, Note D) | √ | √ | |||
Left turns pre-empt right of way when arrow ends (H M, Note X) | √ | √ | |||
Opposing movement may make a false start (H) | √ | √ | |||
Turn ending early lets platoon reach next light early (H) | √ | √ | |||
Does not conform to normal right of way rule (H M) | √ | √ | |||
Can be used where no left turn lane exists (R) | √ | √ | |||
Obstructs thru movement where no left turn lane exists (H) | √ | √ | |||
Single left turn phase causes yellow trap in normal cycle (H M R, Note A) | √ | √ | |||
Double left turn phases cause yellow trap in normal cycle (H M R, Note A) | √ | ||||
Phase skip causes Yellow Trap (H M R, Note A) | √ | √ | |||
Preemption causes Yellow Trap (H M R, Note A) | √ | √ | √ | √ | √ |
Difficulty of terminating on high speed approach (R) | √ | √ | |||
CHARACTERISTIC COMPARISON |
NO LEFT PHASE |
LEAD P/P |
LAG P/P |
LEAD E/P |
LAG E/P |
Delay Ranking (S, 1 = best) | 1 | 3 | 2 | 4 | 4 |
Stop Prevention Ranking (S, 1 = best) | 1 | 3 | 2 | 4 | 4 |
Accidents Ranking (S, 1 = best) | 4 | 3 | 2 Note E | 1 | 1 Note E |
CHARACTERISTIC REQUIREMENTS |
NO LEFT PHASE |
LEAD P/P |
LAG P/P |
LEAD E/P |
LAG E/P |
Change interval required (M) | √ | √ | √ | √ | √ |
Visible yellow change interval (M) | √ | √ | √ | √ | √ |
Yellow trap prevention (S) | √ | √ | √ | √ | √ |
High speed approach (S) | √ | No | No | √ | √ |
Multiple left turn lanes (S) | √ | No | No | √ | √ |
Three or more opposing lanes (S) | √ | No | No | √ | √ |
Insufficient sight distance (S) | √ | No | No | √ | √ |
High left turn accident experience (S) | √ | No | No | √ | √ |
Notes:
So far, the material covers mainly intersections with only one left turn phase. But McKay mentions that at least five sequences are available if two left turn phases are used on the same street. In fact, there are seven #, but two of them are more difficult to implement:
PHASE DIAGRAMSPhase diagrams at right are for one street. Time flows downward. Smaller diagrams choose one or skip. Orange arrows are flashing yellow arrow turns |
|||||||||
PROPERTIES (R) |
SINGLE LEAD |
SINGLE LAG |
DUAL LEAD |
DUAL LAG |
DUAL SPLIT LEAD |
DUAL SPLIT LAG |
NO SPLIT LEAD LAG * |
SINGLE SPLIT LEAD LAG |
DOUBLE SPLIT LEAD LAG |
P/P w/o yellow trap prevention safe | No | No | Yes | Yes | No | No | n/a | No | No |
P/P anti-backup yellow trap prevention safe | Yes | No | Yes | Yes | Yes | No | n/a | No | No |
P/P w/ flashing yellow arrows safe | Yes | Yes | Yes | Yes | Yes | Yes | n/a | Yes | Yes |
Phase skip causes yellow trap with P/P | Yes | No | No | No | Yes | No | n/a | Yes | Yes |
E/P w/o yellow trap prevention safe | No | No | Yes | Yes | Yes | Yes | n/a | Yes | Yes |
E/P anti-backup yellow trap prevention safe | Yes | No | Yes | Yes | Yes | Yes | n/a | Yes | Yes |
E/P w/ flashing yellow arrows safe | Yes | Yes | n/a | n/a | n/a | n/a | n/a | n/a | n/a |
Phase skip causes yellow trap with E/P | Yes | No | No | No | No | No | n/a | No | No |
Best at progression platoon meeting point † | Yes | Yes | Yes | Yes | Yes | Yes | No | No | No |
Best 1/6 cycle from platoon meeting point † | Yes | Yes | No | No | No | No | Maybe | Yes | Yes |
Best 1/3 cycle from platoon meeting point † | Yes | Yes | No | No | No | No | Yes | Maybe | Maybe |
Ease of actuation when isolated † | Easy | Mid | Easy | Mid | Easy | Mid | Easy | Mid | Hard |
Ease of actuation with progression † | Easy | Mid | Easy | Mid | Easy | Hard | Easy | Mid | Hard |
Ease of pretime use † | Easy | Easy | Easy | Easy | Hard | Hard | Easy | Mid | Hard |
P/P Unnecessary Delay Ranking (1 = best) † | 2 | 1 | 9 | 8 | 4 | 3 | 7 | 6 | 5 |
E/P Unnecessary Delay Ranking (1 = best) † | 6 | 5 | 8 | 9 | 1 | 3 | 7 | 4 | 2 |
Use on one way cross street | Yes | Yes † | No | No | No | No | No | No | No |
Use where opposing left turns conflict | Yes | Yes † | No | No | No | No | Yes | Yes † | No |
Difficulty terminating high speed approach | No | Yes † | No | No | No | Yes † | No | Yes † | Yes |
Use if one approach has no left turn lane | Yes | Yes ‡ | No | No | No | No | Yes | Yes ‡ | No |
Use if both approaches have no left turn lanes | Yes | Yes ‡ | No | No | No | No | Yes | No | No |
* Also known as split phased.
† Installation allowed only if yellow trap has been prevented or warned with a sign.
‡ Yellow trap must be warned with a sign. Caution must be used with the design.
# There are actually more than seven, but the others have severe
disadvantages.
n/a Not applicable, because no permissive turns exist without flashing yellow
arrows.
Notes on the items above:
TERM | TERM USED HERE | MEANING | DIAGRAM |
---|---|---|---|
Advanced green | Leading left turn | A signal sequence where the oncoming thru green is displayed next after the green left turn arrow is displayed. Usually the circular green is shown alongside the green arrow. Often used for the flashing circular green used for this in Ontario. | |
Circular green permissive | Circular green permissive | Permissive left turns made during a circular green indication. The circular green for a single phase releases the movements shown in the diagram. The red-orange movement must yield to oncoming traffic. This set of movements released together by one indication is a known cause of yellow trap. | |
Dallas Phasing, or Dallas Display | Dallas Phasing | A signal indication where left turns are made through gaps in oncoming traffic. The Dallas display circular indication is green whenever the oncoming circular indication is green. These indications release the movements shown in the diagram. This phase does not cause yellow trap. Louvers are needed to hide the left turn circular indications from traffic in adjacent lanes. The MUTCD no longer allows this display. | |
Delayed green | Delayed green | In a single leading left turn, the shortened green received by the oncoming thru phase. | |
Double-Split Lead-Lag | Double-Split Lead-Lag | Left turn phasing where one direction on the street has a leading left turn, but the opposite direction has a lagging left turn. Either both thru movements or both left turn movements move between the end of the lead phase and the beginning of the lag phase. | See the phasing diagrams above |
Dual Lag | Dual Lag | Left turn phasing where both left turns on the street have a protected phase after the thru phase for the same street. The left turns begin and end simultaneously. | |
Dual Lead | Dual Lead | Left turn phasing where both left turns on the street have a protected phase before the thru phase for the same street. The left turns begin and end simultaneously. | |
Dual Split Lag | Dual Split Lag | Left turn phasing where both left turns on the street have protected phases after the thru phases for the same street. The left turns can begin at different times, and either or both turns can be skipped. | See the phasing diagrams above |
Dual Split Lead | Dual Split Lead | Left turn phasing where both left turns on the street have protected phases before the thru phases for the same street. The left turns can end at different times, and either or both turns can be skipped. | See the phasing diagrams above |
Exclusively/Permissive | Exclusively/Permissive | A signal sequence with no left turn phase on the approach. Left turns must filter through gaps in oncoming traffic. | |
Exclusively/Protected (E/P) | Exclusively/Protected (E/P) | Left turn phasing where the left turn is protected during part of the signal cycle, and is not allowed to proceed during the rest of the signal cycle. The order of words do not indicate a leading or lagging protected phase. | |
Extended green | Lagging left turn | A signal sequence where the green left turn arrow is displayed next after the oncoming thru green is displayed. Usually the circular green is shown alongside the green arrow. Often used for the flashing circular green used for this in Ontario. | |
Flashing Yellow Arrow | Flashing Yellow Arrow | A signal indication where left turns are made through gaps in oncoming traffic. The oncoming circular indication is green when the yellow arrow is flashing. These indications release the movements shown in the diagram. This indication does not cause yellow trap. | |
Flashing Yellow Arrow permissive | Flashing Yellow Arrow permissive | Permissive left turns made during a flashing yellow arrow indication, with an oncoming circular green indication. These indications release the movements shown in the diagram. The red-orange movement must yield to oncoming traffic. This phase is safer than the circular green permissive phase, because it does not cause yellow trap. | |
Flashing Yellow Ball | Flashing Yellow Ball | A signal indication formerly used in Washington state where left turns are made through gaps in oncoming traffic. The oncoming circular indication is green when the yellow ball is flashing. These indications release the movements shown in the diagram. This phase does not cause yellow trap. The MUTCD no longer allows this display. | |
Flashing Red Arrow | Flashing Red Arrow | A signal indication where left turns are made through gaps in oncoming traffic after stopping. The oncoming circular indication is green when the red arrow is flashing. These indications release the movements shown in the diagram. This indication does not cause yellow trap. | |
Flashing Red Ball | Flashing Red Ball | A signal indication formerly used in Michigan, Maryland, and Delaware where left turns are made through gaps in oncoming traffic after stopping. The oncoming circular indication is green when the red ball is flashing. These indications release the movements shown in the diagram. This indication does not cause yellow trap. The MUTCD no longer allows this display. | |
Lag-Lag | Dual Lag | See dual lag. | |
Lag-Lag with overlaps | Dual Split Lag | See dual split lag. | |
Lagging green | Lagging left turn | A signal sequence where the green left turn arrow is displayed next after the oncoming thru green is displayed. Usually the circular green is shown alongside the green arrow. | |
Lagging left turn | Lagging left turn | A signal sequence where the green left turn arrow is displayed next after the oncoming thru green is displayed. | |
Lead-Lag | No-Split Lead-lag Single-Split Lead-Lag Double-Split Lead-Lag |
Refers to any of the three variations. A phasing where one direction on the street has a leading left turn, but the opposite direction has a lagging left turn. Useful for progression where the intersection is not at a platoon meeting point. | |
Lead-Lag with overlaps | Double Split Lead-Lag | See double split lead-lag. | |
Lead-Lead | Dual Lead | See dual lead. | |
Lead-Lead with overlaps | Dual Split Lead | See dual split lead. | |
Leading green | Leading left turn | A signal sequence where the oncoming thru green is displayed next after the green left turn arrow is displayed. Usually the circular green is shown alongside the green arrow. | |
Leading left turn | Leading left turn | A signal sequence where the oncoming thru green is displayed next after the green left turn arrow is displayed. | |
No-Split Lead-Lag | No-Split Lead-Lag | Left turn phasing where one direction on the street has an exclusive phase, then the opposite direction has an exclusive phase. | |
Oncoming Traffic, or Opposing Traffic | Oncoming traffic | Traffic coming from the other direction on the same street. Does not represent moving traffic on a different street. | |
Permissive left turn | Permissive left turn | A signal indication where left turns are allowed to filter through gaps in oncoming traffic. | |
Permissive-only left turn | Exclusively Permissive | This was rejected because it breaks the rules for the use of the word "only." | |
Permissive/Protected | Lagging Protected/Permissive (P/P) | Left turn phasing where the left turn is protected during the next part of the signal cycle after it is permissive. The order of words indicates a lagging protected phase. | |
Phase | Phase | One portion of a traffic signal controller responsible for timing and displaying the indications controlling one or more movements that are always given the right-of-way at the same time. | |
Phase overlap | Phase overlap | Two phases are said to overlap when they can be given the right-of-way at the same time. They thus overlap in time, but not in space. Each diagram shows two phases overlapping. | |
Prohibited left turn | Prohibited left turn | A signal indication where left turns are to wait at the stop line until the indication is no longer displayed. The usual indication for this is a red arrow. | |
Prohibited/Protected | Lagging Exclusively/Protected | Left turn phasing where the left turn is protected during the part of the signal cycle after oncoming traffic is allowed to move. Left turns are not allowed to turn while oncoming traffic is moving. The order of words indicates a lagging protected phase. | |
Protected left turn | Protected left turn | A signal sequence containing a green left turn arrow, where no other traffic moving in conflict with the turn is given a GO indication. Often right turns on red are allowed to turn in conflict with the protected turn. | |
Protected-only left turn | Exclusively Protected | This was rejected because it breaks the rules for the use of the word "only." | |
Protected/Permissive (P/P) | Protected/Permissive (P/P) | Left turn phasing where the left turn is protected during part of the signal cycle, and is permissive during other parts of the signal cycle. In some notations (but not here), the order of words indicates a leading protected phase. | |
Protected/Prohibited | Exclusively/Protected (E/P) | Left turn phasing where the left turn is protected during part of the signal cycle, and is not allowed to proceed during the rest of the signal cycle. In some notations (but not here), the order of words indicates a leading protected phase. | |
Separate Phases | No-Split Lead-Lag | Left turn phasing where one direction on the street has an exclusive phase, then the opposite direction has an exclusive phase. | |
Single lag | Single lag | A signal sequence where the green left turn arrow is displayed in one direction next after the oncoming thru green is displayed. | |
Single lead | Single lead | A signal sequence where the oncoming thru green is displayed next after the green left turn arrow is displayed to one approach. | |
Single-Split Lead-Lag | Single-Split Lead-Lag | Left turn phasing where one direction on the street has a leading left turn, but the opposite direction has a lagging left turn. Both thru movements move between the end of the lead phase and the beginning of the lag phase. This is useful for progression where the intersection is not at a platoon meeting point. | |
Split Phase | No-Split Lead-Lag | Left turn phasing where one direction on the street has an exclusive phase, then the opposite direction has an exclusive phase. | |
Yellow trap | Yellow trap | A dangerous set of signal indications where left turns are trapped in the intersection with a yellow or red light and flowing oncoming traffic. This is caused by allowing left turns on circular green. If both directions on the same street have circular greens, and then only one direction changes to circular yellow, yellow trap occurs. The left turns receiving the yellow light are trapped. Either drivers are forced to stay in the intersection with a red light, or they try to turn and crash into traffic moving on the remaining green. |
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