Do speed cushions actually work?

Yes. ITE Traffic Calming Manual Chapter 3 documents typical 85th-percentile speed reduction from 30-35 mph baseline to 18-22 mph at the cushion, alongside fire-apparatus delay of under 2 seconds per device. The combination is what no other vertical-deflection traffic-calming device achieves.

How much do speed cushions slow fire trucks?

A correctly specified speed cushion adds 1 to 3 seconds per cushion to fire-engine response time, compared with 5 to 9 seconds per speed bump or 4 to 7 seconds per speed hump. Most of the delay is the driver's recognition and decision to maintain speed rather than vehicle response. The straddle behavior produces zero vertical deflection.

Can passenger cars sneak through the wheel-track gaps?

Rarely, when the gaps are sized correctly. Passenger-car axle widths (50 to 65 inches outside-to-outside) are narrower than fire-apparatus widths (78 to 84 inches). A cushion with a 72 to 73 inch gap forces the car's two front wheels to strike cushion segments because the car's track is too narrow to align both wheels with both gaps. Wider gaps (over 78 inches) can be exploited by some larger SUVs and pickups.

How is a cushion different from a hump or bump?

A speed cushion is split into segments with wheel-track gaps; a speed hump or bump is continuous across the full lane. The continuous device deflects every vehicle equally; the cushion's gaps allow fire trucks and ambulances to straddle while still deflecting passenger cars. The cushion is the only vertical-deflection traffic-calming device that preserves emergency-vehicle access.

When should I choose a cushion over a hump?

Choose a cushion when the street is on a fire-access route, an EMS corridor, or a transit bus route, and you need vertical deflection to slow passenger cars. Choose a hump when none of those conditions apply, because humps cost less and deliver larger speed reduction. The cost premium for a cushion (typically 50 to 100% over a hump) pays for the emergency-vehicle access preservation.

How Do Speed Cushions Work? 2026 Engineering Explainer

A speed cushion works by exploiting a width difference: passenger-car rear-axle track widths are 50 to 65 inches, while fire engines and aerial ladder trucks are 78 to 84 inches. The cushion is split into segments with gaps sized to the wider fire-apparatus width, so the fire truck straddles the device with one tire path on each side, while the narrower-track passenger car hits the cushion segments full-on. The Federal Highway Administration's Traffic Calming ePrimer Module 3.4 and the Institute of Transportation Engineers (ITE) Traffic Calming Manual, Chapter 3, document the geometry and the published research behind it.

What Is the Underlying Engineering Principle?

A speed cushion is a discriminating traffic-calming device. It applies vertical deflection to one class of vehicle (passenger cars) while letting another class (fire apparatus, ambulances, and some bus types) pass with minimal deflection. The discrimination is achieved entirely by geometry: wheel-track gaps sized to fire-apparatus axle width.

A speed bump or speed hump is non-discriminating. Both produce the same vertical deflection on every vehicle that crosses, regardless of axle width. Fire trucks crossing a speed hump are slowed to 8 to 12 mph; ambulances slow to similar speeds; passenger cars slow to 15 to 20 mph. The non-discrimination is what makes humps and bumps unsuitable for fire-access streets.

A speed cushion preserves the deflection effect for cars (slowing them to 18 to 22 mph) while removing it for fire apparatus (which straddles the cushion at near-posted speed). The published research supporting this behavior comes from ITE's 2018 study on fire-apparatus interaction with traffic-calming devices and from FHWA Module 3.4 documentation.

Step by Step: What Happens When a Car Crosses?

When a passenger car approaches a 3-segment speed cushion (2 outside-lane segments plus 1 center segment, with two outside wheel-track gaps):

The driver sees advance warning signs (MUTCD W17-1) at 100 to 200 feet upstream
The driver decelerates to roughly 20 mph
The car's two front wheels both strike cushion segments simultaneously (the gaps are too narrow for both car wheels to pass through)
The car experiences vertical deflection of 3 to 3.5 inches over a 6-foot ramp, compressing suspension and reducing forward momentum
The car's two rear wheels also strike cushion segments
The driver re-accelerates after exiting the cushion

The deflection event is identical to a 3-inch speed hump in terms of vertical motion, but the cushion's segmented configuration is what allows the next paragraph's behavior for fire trucks.

Step by Step: What Happens When a Fire Truck Crosses?

When a Type 1 fire engine (rear-axle track width 80 to 84 inches) approaches the same cushion:

The driver sees the advance warning signs but recognizes the device as a fire-access cushion
The driver maintains roughly posted speed (typically 25 to 35 mph for code-3 response)
The truck's rear axle straddles the cushion with one tire path passing through each outside-lane wheel-track gap
The center cushion segment passes between the truck's two rear tires (the inside-edge spacing on a fire truck is wider than the cushion's center-segment width)
The truck experiences zero vertical deflection
The driver continues without re-accelerating

The result: fire-truck delay drops from 5 to 9 seconds per device (typical for a speed hump) to under 2 seconds per device. The USFA Emergency Vehicle Safety Initiative publishes this delay difference as one of the strongest arguments for speed cushion adoption on fire-access streets.

What Speed Reduction Does a Cushion Produce?

ITE Traffic Calming Manual Chapter 3 documents typical speed cushion before-and-after speed studies as showing:

85th-percentile speed reduction from 30 to 35 mph baseline to 18 to 22 mph at the cushion
Mean speed reduction of 8 to 12 mph at the cushion
Volume reduction of 8 to 18% on streets with multiple cushions

These numbers compare with 22 to 40% speed reduction for speed humps and 35 to 50% for speed bumps. Cushions trade some speed-reduction effectiveness for the emergency-vehicle access preservation.

Why Are Wheel-Track Gaps Critical?

The wheel-track gap dimension is what makes a speed cushion a cushion (rather than a poorly designed speed hump). If the gap is too narrow, the fire truck cannot straddle and behaves like a hump. If the gap is too wide, passenger cars can position their wheels to pass through both gaps and avoid deflection entirely.

The optimal gap is sized to the fire-apparatus axle width that uses the street: typically 1.85 meters (72 to 73 inches) for older European-spec apparatus, often 80 to 84 inches for North American Type 1 engines and aerial ladder trucks. NFPA 1141 chapter 5 provides the framework municipalities use to evaluate the gap dimension.

For dimensional detail see speed cushion dimensions.

What Bus Types Can Cross a Speed Cushion?

Most North American transit buses have rear-axle track widths in the 78 to 82 inch range, similar to fire apparatus. Buses straddle most fire-access cushions with the same behavior as fire trucks. School buses and articulated transit vehicles run wider and even more easily clear typical cushion gaps.

This means a speed cushion preserves transit service while still calming passenger-car speeds, which is why cushions are favored on residential streets that are also bus routes. For transit-corridor specifications see speed tables on bus routes.

When Do Speed Cushions Not Work?

Speed cushions fail to produce the expected speed reduction in three scenarios:

Wrong wheel-track gap. Gaps sized below 60 inches force fire trucks to deflect like passenger cars. Gaps wider than 80 inches let passenger cars sneak through.
Driver gaming behavior. Some drivers learn to position their wheels in the wheel-track gaps and pass through with zero deflection. ITE documentation notes this behavior is more common with very wide gaps (over 78 inches) on streets with low traffic volume.
Cushions installed in isolation. A single cushion on a long street produces speed reduction at the cushion only. Drivers re-accelerate after passing and reach baseline speeds before the next intersection. Cushions are best deployed in sets of 2 to 4 along a corridor.

For multi-cushion corridor design see the best speed cushions for fire access sibling article and the speed cushions guide for the broader product overview.

From Our Crew

On a Tigard fire-access greenway in late 2024, Cojo installed a set of three modular rubber speed cushions configured to a 1.85-meter wheel-track gap. Tualatin Valley Fire & Rescue measured response delay before and after install: 1.8 seconds per cushion at code-3 response, total of 5.4 seconds across the three-cushion corridor. A traditional speed hump configuration on the same street would have produced 18 to 27 seconds of delay across three devices. The cushion configuration was the only design that preserved the response time while still reducing 85th-percentile passenger-car speeds from 31 mph to 21 mph.

Reference Documents

ITE Traffic Calming Manual, Chapter 3 (Speed Cushions section)
FHWA Traffic Calming ePrimer, Module 3.4
NFPA 1141, Chapter 5 (fire-protection infrastructure for residential development)
IFC Section 503 (fire-apparatus access roads)
USFA Emergency Vehicle Safety Initiative published apparatus axle data

Always verify current requirements with your local jurisdiction. This article reflects May 2026 published guidance.

Need a Speed Cushion Designed for Your Street?

Cojo coordinates fire-marshal review and dimensional sign-off on every cushion install across the Oregon I-5 corridor. We document the as-built wheel-track gap on the project drawing and submit close-out documentation to the city engineering department. For the install procedure see the install how-to in the cluster, and for the broader product context see the speed cushions guide. For Bend-area installs see Speed Cushion Installation Bend or pair installation with our asphalt maintenance services. Get a custom quote.