
Contractor Job Estimator
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BuyBookmarkable physics-estimate grid — reaction plus braking from 20 to 70 mph across dry asphalt, gravel, wet asphalt, snow, and ice
Same formula and same published μ values as the braking / stopping distance calculator. Reaction time is fixed at 1.5 s so the grid is comparable. Change time or speed in the calculator if you need a different case.
Why braking distance squares: guide. 60 mph walkthrough: comparison. Hardware vs surface: troubleshooting. Automotive index: hub.
Need a speed the table skips?Same math, adjustable reaction time and surface.
Open Calculator →Braking-only cells ignore reaction. Total cells add 1.5 s of travel at that speed. Reaction is the same for every surface at a given speed — ice does not slow the clock. Double a speed and the braking column grows by about four, not two. That is v² / (2 μ g), not a DMV mnemonic.
Formula: db = v² / (2 μ g) with v in ft/s and g = 32.174 ft/s² (constant-deceleration kinematics; TxDOT / AASHTO SSD uses the same physics as 1.47 V t + 1.075 V²/a). μ: FHWA Speed Concepts Informational Guide Ch. 4 — dry typical emergency 0.70 g, wet 0.40 g, snow 0.22 g, ice 0.15 g. Gravel: Engineering Toolbox “Car — Traction Force,” dry rolled gravel 0.6–0.7 (table uses 0.60). Cells rounded to the nearest foot.
No reaction time. Level road. Published typical μ. Not a skid-test certificate.
| Speed (mph) | Dry asphalt μ=0.70 | Gravel μ=0.60 | Wet asphalt μ=0.40 | Snow μ=0.22 | Ice μ=0.15 |
|---|---|---|---|---|---|
| 20 | 19 ft | 22 ft | 33 ft | 61 ft | 89 ft |
| 30 | 43 ft | 50 ft | 75 ft | 137 ft | 201 ft |
| 40 | 76 ft | 89 ft | 134 ft | 243 ft | 357 ft |
| 50 | 119 ft | 139 ft | 209 ft | 380 ft | 557 ft |
| 60 | 172 ft | 201 ft | 301 ft | 547 ft | 802 ft |
| 70 | 234 ft | 273 ft | 410 ft | 745 ft | 1,092 ft |

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BuyCheckout opens here — you stay on this page.
This calculator is a physics estimate. Pad thickness, fluid condition, and remaining tread are what actually change the friction you get in the real world. Measure those before you trust a number from a screen.
Longer-than-expected stops are often thin pads, not a wet road. Measure lining thickness at the caliper instead of guessing from the warning squeal.
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Spongy pedal and fade on a long descent are fluid and air, not friction coefficient. Bleed and refresh the fluid; the calculator cannot see a boiling caliper.
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Wet and snow μ assume a tire that can still evacuate water and bite packed snow. Bald tread on wet asphalt is not the 0.40 in this dropdown.
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Pad jobs are how you restore the friction the physics model assumes. Compress the piston without destroying the boot, then torque the hardware.
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Speed, reaction time, and a published μ for the surface. Reaction + braking = total. Estimate only.
Open Stopping Distance Calculator →
Bookmarkable physics estimates from 20–70 mph across dry, wet, gravel, snow, and ice. Same formula, same μ values.
Open Stopping Distance Table →As an Amazon Associate, TestTalkHQ earns from qualifying purchases.
Reaction column is v × 1.5 s. Add it to braking, or read the surface total directly. Raise reaction to 2.5 s in the calculator if you want AASHTO design conservatism.
| Speed (mph) | Reaction (1.5 s) | Dry asphalt total | Gravel total | Wet asphalt total | Snow total | Ice total |
|---|---|---|---|---|---|---|
| 20 | 44 ft | 63 ft | 66 ft | 77 ft | 105 ft | 133 ft |
| 30 | 66 ft | 109 ft | 116 ft | 141 ft | 203 ft | 267 ft |
| 40 | 88 ft | 164 ft | 177 ft | 222 ft | 331 ft | 445 ft |
| 50 | 110 ft | 229 ft | 249 ft | 319 ft | 490 ft | 667 ft |
| 60 | 132 ft | 304 ft | 333 ft | 433 ft | 679 ft | 934 ft |
| 70 | 154 ft | 388 ft | 427 ft | 564 ft | 899 ft | 1,246 ft |
Comparing surfaces at the same speed, and seeing how fast the v² term grows before you get on a highway in the rain. It is not a following-distance policy and not a reconstruction table. If yesterday’s dry stop grew and the pavement did not, that is hardware, not a missing row.