Turn Lane Length Calculator
Calculate deceleration, storage, and taper lengths for left and right turn lanes based on AASHTO design standards.
About this calculator
A turn lane isn't just a wider stretch of pavement -- it is three distinct engineered segments stitched together: a deceleration length where a driver slows from through-traffic speed before entering the lane, a storage length long enough to hold the design queue of turning vehicles without spilling into the through lane, and a taper length that guides drivers smoothly into the new lane. This calculator sizes all three per AASHTO Green Book guidance. Deceleration length follows basic kinematics -- stopping distance grows with the square of approach speed, so raising speed from 25 to 61 mph (a 2.4x increase) drives roughly a 6x jump in deceleration length on its own. Storage length depends on whether the intersection is signalized: for a signal, it estimates the average queue that accumulates during the red phase of the turning movement, scaled up to a 95th-percentile design queue; for an unsignalized intersection (enter a Signal Cycle Length of 0) it instead estimates queuing from the turning volume and an assumed gap-acceptance delay.
Taper length comes from a standard taper-rate table that steepens in stages as approach speed climbs past 30, 40, and 50 mph. The Total Length (with taper) output sums all three segments and is the number to carry into a striping or design drawing. This is a planning-level tool, not a substitute for a full traffic engineering study using local counts and an agency-approved design manual.
Inputs
Results
Total Length (with taper)
432 ft
≈ 11 school buses
How to Use This Calculator
- Select Turn Lane Type: Left Turn or Right Turn.
- Set Approach Speed, Turning Volume, and Signal Cycle Length.
- Adjust Green Ratio (g/C), Approach Grade as needed.
- Review the Total Length (with taper) (ft) result.
- Use Decel + Storage (ft) and Deceleration Length (ft) to inform your decision.
How the result changes with Approach Speed
| Approach Speed | Total Length (with taper) |
|---|---|
| 23 | 228 ft |
| 34 | 317 ft |
| 65 | 702 ft |
What each input means
- Turn Lane Type
- Type of turn lane being designed.
- Approach Speed
- Design speed or 85th percentile approach speed.
- Turning Volume
- Peak-hour volume of turning vehicles.
- Signal Cycle Length
- Signal cycle length in seconds. Enter 0 for unsignalized intersections.
- Green Ratio (g/C)
- Ratio of effective green time to cycle length for the turning phase.
- Approach Grade
- Grade on approach. Negative = downhill (longer deceleration needed).
How this is calculated
Worked example, using the default values
- Identify Input Parameters6 parametersTurn Lane Type = 1, Approach Speed = 45, Turning Volume = 100, Signal Cycle Length = 90, Green Ratio = 0.45, Approach Grade = 0 = 6 input(s) provided
- Calculate Total LengthTotal Length432 = 432
- Calculate Decel + StorageDecel + Storage300 = 300
- Calculate Deceleration LengthDeceleration Length218 = 218
Engine last updated . Checked against 3 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.
Frequently Asked Questions
Why does raising the approach speed from 25 mph to 61 mph more than double the required turn lane length?
Deceleration length follows kinematics -- distance needed to slow scales with the SQUARE of speed, so a 2.4x speed increase alone drives roughly a 5-6x jump in deceleration length. On top of that, the taper rate itself steps up in stages as approach speed crosses 30, 40, and 50 mph thresholds, so both major components grow together rather than one offsetting the other.
What changes when I set Signal Cycle Length to 0?
A cycle length of 0 switches the storage-length model from signalized to unsignalized: instead of estimating the queue that builds during a signal's red phase, it estimates queuing from the turning volume and an assumed average gap-acceptance delay, then scales that to a 95th-percentile design queue the same way.
Does Turning Volume affect the deceleration or taper lengths too?
No -- turning volume only feeds the queue-length calculation behind Storage Length and Design Queue. Deceleration Length and Taper Length are both driven entirely by Approach Speed (and, for taper, the lane width set by Turn Lane Type), so a busier intersection needs more storage but not a longer decel or taper section.
What's the difference between 'Decel + Storage' and 'Total Length (with taper)'?
Decel + Storage is the functional length a turning vehicle actually needs to slow down and queue in. Total Length (with taper) adds the transition segment that shifts traffic from the through lane into the turn lane, and is the figure to use when specifying the full dedicated lane length in a striping or paving plan.
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