INGENIA

TRN-21

AASHTO equivalent single-axle load

LEF = (P / 80)^4. One 80 kN axle is one ESAL on a flexible pavement.

Reading speed
PavementAASHTO ESAL

Governing equation

LEF=(P/80)4\mathrm{LEF}=(P/80)^4

where

P
Axle load (kN)
n
Axle count / day ()
LEF
Load equivalency ()
W_{18}
Daily ESAL (ESAL/d)

Lecture brief

Historical brief

Highway and traffic theory crystallized with Greenshields’ 1935 speed–density line, then AASHTO stopping sight and equivalent axles. The lab is that operational arithmetic of flow, braking and pavement load. This sheet (TRN-21 — AASHTO equivalent single-axle load) is the form associated with AASHTO ESAL. Working symbols: PP, nn \rightarrow LEFLEF, W18W_{18}. The fourth-power law from the AASHO Road Test. Rigid pavements use an exponent near 4.2–4.5.

Purpose

Purpose: compute LEFLEF, W18W_{18} from PP, nn in Transport via LEF=(P/80)4\mathrm{LEF}=(P/80)^4 LEF = (P / 80)^4. One 80 kN axle is one ESAL on a flexible pavement. Use it when a real transport question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given P=100.000kNP = 100.000\,\mathrm{kN}, n=400.000n = 400.000\,\mathrm{—}, the governing relation LEF=(P/80)4\mathrm{LEF}=(P/80)^4 yields LEF=2.441LEF = 2.441\,\mathrm{—}, W18=977ESAL/dW_{18} = 977\,\mathrm{ESAL/d}. An axle, a 80 kN reference, a load equivalency. Move a slider: the numbers are this situation, not a canned story.

Calculator

Inputs

Outputs

  • Load equivalency LEF2.441
  • Daily ESAL W_{18}977 ESAL/d
Reading speed

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TRN-21 · curve
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Narration of this film

An axle, a 80 kN reference, a load equivalency.

The fourth-power law from the AASHO Road Test. Rigid pavements use an exponent near 4.2–4.5.

Reading speed

Watch on YouTube