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Evaluating a transport safety claim with mechanics

Learning objectives

  • Outcome

    Identify the physical quantities and laws (momentum conservation, impulse, circular motion, kinematics) needed to model a stated transport safety claim, and list at least two assumptions of the model.

  • Outcome

    Calculate a stopping distance or impact speed from given data, compare the result with the claim, and state whether the claim is supported.

  • Outcome

    Compute the maximum safe speed on a banked curve with friction and evaluate whether a claimed speed is safe.

Understand the idea

Evaluating a Transport Safety Claim with Mechanics

Text

In this lesson you evaluate a transport safety claim not by intuition but by translating it into a mechanical model. First choose the laws: if the impact force matters, use momentum conservation and impulse F⃗Δt=Δp⃗\vec{F}\Delta t=\Delta\vec{p}; if braking geometry matters, use kinematics v2=v02+2asv^2=v_0^2+2as; if a curve is involved, use centripetal acceleration ac=v2/ra_c=v^2/r. Then connect the words of the claim to quantities: speed, mass, reaction time, coefficient of friction, radius of the curve, banking angle. The calculation yields a number that can be compared with the threshold in the claim, and you conclude whether it is supported, contradicted, or needs refinement. Always state the assumptions — for example, constant braking, no air resistance, an ideal level road — because they set the limits of the conclusion. Finally, check units and limiting cases: increasing speed usually increases stopping distance as v2v^2, not linearly.

Worked examples

Direct

Problem

Claim: “At 5050 km/h a car comes to a complete stop in 1313 m.” The driver's reaction time is tr=0.8t_r=0.8 s, and braking is constant with a=6.5a=6.5 m/s$^2$. Calculate the total stopping distance and check the claim.

Solution

Convert the speed: v=50/3.6≈13.89v=50/3.6\approx 13.89 m/s. Reaction distance: sr=vtr=13.89⋅0.8≈11.11s_r=v t_r=13.89\cdot 0.8\approx 11.11 m. Braking distance: sb=v22a=(13.89)22⋅6.5≈14.84s_b=\frac{v^2}{2a}=\frac{(13.89)^2}{2\cdot 6.5}\approx 14.84 m. Total distance: s=sr+sb≈11.11+14.84=25.95s=s_r+s_b\approx 11.11+14.84=25.95 m. Since 25.9525.95 m ≫13\gg 13 m, the claim is not supported under these assumptions.

Application

Problem

A safety article claims: “In a head-on collision where two identical cars each travel at 3030 km/h, each driver experiences the same impact as hitting a rigid wall at 6060 km/h.” Use momentum conservation to evaluate the claim for a perfectly inelastic head-on collision.

Solution

Let each car have mass mm; the speed 3030 km/h equals 30/3.6=8.3330/3.6=8.33 m/s. In a head-on collision of identical cars, the total momentum is m(8.33)+m(−8.33)=0m(8.33)+m(-8.33)=0, so after a perfectly inelastic collision both cars stop. The magnitude of each car's velocity change is 8.338.33 m/s, so the impulse on it is m⋅8.33m\cdot 8.33. Hitting a wall at 3030 km/h also makes a car lose 8.338.33 m/s, so that impact is equivalent to a wall at 3030 km/h. Hitting a wall at 6060 km/h (16.6716.67 m/s) would give impulse m⋅16.67m\cdot 16.67, twice as large. Therefore the claim is false: a head-on collision of two identical cars each at 3030 km/h is not equivalent to hitting a wall at 6060 km/h.

Transfer

Problem

A road-safety claim says: “A curve of radius 8080 m banked at 10∘10^\circ can be safely taken at 100100 km/h even in rain.” For wet asphalt use μ=0.40\mu=0.40; for dry asphalt use μ=0.70\mu=0.70. Compute the maximum safe speed in both cases and evaluate the claim. Ignore air resistance and treat the car as a point mass.

Solution

For the maximum safe speed on a banked curve with friction and no skidding, use vmax⁡=rgtan⁡θ+μ1−μtan⁡θ.v_{\max}=\sqrt{rg\frac{\tan\theta+\mu}{1-\mu\tan\theta}}. With r=80r=80 m, g=9.8g=9.8 m/s$^2$, and θ=10∘\theta=10^\circ, we have tan⁡θ≈0.176\tan\theta\approx0.176. For wet asphalt, μ=0.40\mu=0.40: vmax⁡=80⋅9.8⋅0.176+0.401−0.40⋅0.176≈22.0v_{\max}=\sqrt{80\cdot9.8\cdot\frac{0.176+0.40}{1-0.40\cdot0.176}}\approx22.0 m/s ≈79\approx79 km/h. For dry asphalt, μ=0.70\mu=0.70: vmax⁡=80⋅9.8⋅0.176+0.701−0.70⋅0.176≈28.0v_{\max}=\sqrt{80\cdot9.8\cdot\frac{0.176+0.70}{1-0.70\cdot0.176}}\approx28.0 m/s ≈101\approx101 km/h. The claimed 100100 km/h is close to the dry-road limit, but in rain the safe limit is about 7979 km/h. Therefore the claim “safe even in rain” is not supported.

Practice

Text

Use a browser-based simulation such as PhET Collision Lab or an online stopping-distance model. Test the claim: “Doubling speed doubles stopping distance.” Set a fixed mass and friction, run the model at 3030, 6060, and 9090 km/h, and record the total stopping distance including a fixed reaction time if the simulation allows it. Plot ss against vv and compute s/v2s/v^2; write a short evaluation of the claim, naming at least two assumptions. Do not attempt measurements on a real road; all testing stays in the simulation.

Visual reference

Purpose

To make the comparison between the claimed stopping distance and the computed total stopping distance visible, separating reaction distance from braking distance.

Representation

A scaled stacked bar or number line for v=50v=50 km/h: reaction segment sr≈11.1s_r\approx11.1 m, braking segment sb≈14.8s_b\approx14.8 m, total 25.925.9 m; a vertical marker at the claimed 1313 m shows that the claim gives too short a distance.

Real-world examples

Crash test into a rigid barrier

Scenario

A car of mass 1500 kg1500\ \mathrm{kg} hits a crash-test barrier at 50 km/h=13.9 m/s50\ \mathrm{km/h}=13.9\ \mathrm{m/s}. Its front crumple zone deforms by 0.80 m0.80\ \mathrm{m} before the passenger cell stops. The average stopping force is about F=mv2/(2s)=1500⋅13.92/(2⋅0.80)≈1.8×105 NF = m v^2/(2s) = 1500\cdot 13.9^2/(2\cdot0.80) \approx 1.8\times10^5\ \mathrm{N}. The safety claim is: 'this crumple zone keeps the average force below 2.0×105 N2.0\times10^5\ \mathrm{N}'.

Connection

The scenario tests the claim with the impulse-momentum theorem: FΔt=ΔpF\Delta t = \Delta p, and for uniform deceleration Δt=2s/v\Delta t = 2s/v, so F=mv2/(2s)F = m v^2/(2s). Comparing the calculated force with the claim's threshold is the evaluation.

Rear-end collision at traffic lights

Scenario

A compact car of mass 1200 kg1200\ \mathrm{kg} travels at 15 m/s15\ \mathrm{m/s} and rear-ends a stationary SUV of mass 1800 kg1800\ \mathrm{kg}; the bumpers lock. Before impact the system momentum is p=1200⋅15=1.8×104 kg⋅m/sp = 1200\cdot15 = 1.8\times10^4\ \mathrm{kg\cdot m/s}. After impact the common speed is v=p/(1200+1800)=1.8×104/3000=6.0 m/sv = p/(1200+1800) = 1.8\times10^4/3000 = 6.0\ \mathrm{m/s}. The claim is: 'the SUV is safer because it is heavier'.

Connection

The scenario uses conservation of momentum in a perfectly inelastic collision. The compact car's velocity change is Δv=15−6.0=9.0 m/s\Delta v = 15-6.0 = 9.0\ \mathrm{m/s}, while the SUV's is Δv=6.0−0=6.0 m/s\Delta v = 6.0-0 = 6.0\ \mathrm{m/s}; this shows that greater mass alone does not remove the larger velocity change of the other participant.

Pedestrian throw after a collision

Scenario

In a collision a pedestrian is thrown horizontally from a height h=1.2 mh = 1.2\ \mathrm{m} and lands at a distance d=6.0 md = 6.0\ \mathrm{m} from the impact point. The fall time is t=2h/g=2⋅1.2/9.81≈0.495 st = \sqrt{2h/g} = \sqrt{2\cdot1.2/9.81} \approx 0.495\ \mathrm{s}. The horizontal throw speed is vx=d/t=6.0/0.495≈12.1 m/s=43.6 km/hv_x = d/t = 6.0/0.495 \approx 12.1\ \mathrm{m/s} = 43.6\ \mathrm{km/h}. The driver claims: 'I was travelling at less than 30 km/h30\ \mathrm{km/h}'.

Connection

The scenario applies projectile motion: vertical fall and horizontal flight are independent, so the measured range gives an estimate of the initial speed. This estimate directly tests the numerical speed claim.