Illinois CDL Tanker Endorsement Test study materials
Illinois CDL Tanker Endorsement Test study resources

Surge and Brake Fade on a Wet 5% Downgrade

Illinois CDL Tanker Endorsement Test · Put your knowledge to work in context.

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Surge and Brake Fade on a Wet 5% Downgrade

A driver leaves a rail terminal in a 5,500-gallon single-compartment smooth-bore (unbaffled) tanker loaded to about 80% with liquid sweetener, roughly 4,400 gallons, non-hazardous, gross weight about 78,000 lb. The route includes a 2-mile, 5% downgrade on wet pavement with a posted truck speed of 45 mph. The driver is running late, enters the grade at 55 mph, and decides to make up time on the way down. A quarter mile in, each brake application is followed by a thump and a shove from behind the cab. After the third application the truck lurches about a foot after the driver releases the pedal, the pedal feels low and spongy, and he smells hot brake lining. Traffic ahead is slowing for a scale house at the bottom of the grade.

1. Explain what the thump, the lurch, and the low spongy pedal mean, and why the 80% fill makes it worse than a full tank.

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The thump and lurch are liquid surge. Braking slows the truck, but 4,400 gallons of sweetener keeps moving forward until it hits the front bulkhead, then it shoves the truck. When the driver releases the pedal, the wave rebounds rearward, the truck unloads and surges ahead. That forward shove loads the steer axle and makes the steering feel light, and it can push the truck into the intersection the driver is trying to stop for.

An 80% fill in a smooth-bore tank is the worst case. A full tank has almost no free surface, so the liquid has nowhere to run. An empty tank is just a light truck. A partially loaded unbaffled tank gives the liquid a long, unobstructed run and a big free surface, so the wave is large and arrives with a delay that fights the brakes.

The spongy, low pedal plus the hot-lining smell points to brake fade from overheated brakes, and possibly brake fluid boiling or a leak. Either way, the brakes are no longer producing the force the driver is asking for, and the surge is adding a push the brakes have to overcome. This is the combination that produces runaway trucks on grades.

2. What should the driver have done at the top of the grade, and what should he do now?

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At the top: test the brakes with a firm application while still at low speed, then select a gear low enough that engine braking holds the truck near 45 mph or less without continuous brake use. Enter the grade at or below the posted truck speed, not 10 mph over it, and keep the tank as full or as empty as practical rather than at 80%.

Now, with the pedal low and fading:

  1. Do not ride or pump the brakes. Get off the throttle, stay in gear, and use the engine and exhaust brake to hold what speed you can.
  2. If the brakes will still grab, use snubbing: a firm, short application to shed about 5 mph, then release and let them cool, rather than a long light drag that cooks them.
  3. If the truck will not hold speed and there is an escape ramp, take it. If there is a safe pull-off, use it, put on hazards, and stop before the scale house.
  4. Once stopped, do not continue the trip. A low pedal is an out-of-service condition; call dispatch, get the brakes inspected, and document the fade event.

The decision that caused this happened at the top of the grade, not at the bottom. By the time the pedal is spongy there is no technique that restores brake capacity.

3. The driver argues that 55 instead of 45 mph only adds 10 mph, which is about 22% more speed. Use the numbers to explain why that reasoning is wrong.

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Braking distance does not scale with speed; the energy the brakes must turn into heat scales with the square of speed.

Compare 55 mph with 45 mph: 55 squared is 3,025 and 45 squared is 2,025. The ratio is 3,025 / 2,025 = about 1.49. So the truck at 55 mph carries roughly 50% more kinetic energy than the same truck at 45 mph, not 22% more, and on a 5% grade gravity is also adding energy the whole way down.

That extra energy goes into the brakes as heat. Fade is a heat problem: once the drums and linings are hot enough, friction drops off and the pedal goes away. The 10-mph decision also means the brakes have to work during the first part of the grade, which is exactly when the driver should be letting the engine do the work.

Add wet pavement and the picture gets worse: the same brake force is available, but tire grip at the road is lower, so the margin between stopping and sliding shrinks. The correct comparison is not 10 mph, it is 1.49 times the energy, on a downgrade, in the rain, in an unbaffled tank that is pushing the truck forward.