Interpolates Axle Load Equivalency Factors (LEF) from AASHTO Tables D.10–D.18 for Single, Tandem and Triple axles. Computes cumulative Design ESALs over the growth period and passes them to the Rigid Pavement Design Calculator.
Add one row per truck type. Each truck can have multiple axle groups (single, tandem, triple). LEFs are interpolated live from AASHTO Tables D.10–D.18. Each truck's Adopted Factor starts synced to its computed Composite LEF; setting it higher implies truck loading and/or tyre pressure above the adopted standard/reference conditions.
Note: setting an Adopted value higher than the computed composite LEF implies truck loading and/or tyre pressure above the adopted standard/reference conditions.
| Truck Type | Front Axle | Mid. Axle | Rear1 Axle | Rear2 Axle | Total | Adopted | AADT | Daily ESAL | ||
|---|---|---|---|---|---|---|---|---|---|---|
| Total Daily ESAL | — | |||||||||
| Total Annual ESAL | — | |||||||||
| Growth Factor | — | |||||||||
| Total Design Life ESAL in Millions | — | |||||||||
| Year | Calendar | Annual ESALs | Cumulative |
|---|
This tool converts a mixed truck fleet — real vehicle types, real axle loads — into cumulative Equivalent Single Axle Loads (ESALs), the traffic input that AASHTO 1993 rigid (concrete) pavement design is built around. It is built for highway and pavement engineers, design consultants and students working to the AASHTO Guide for Design of Pavement Structures.
Each axle group's Load Equivalency Factor (LEF) is interpolated from AASHTO 1993 Appendix D: Tables D.10–D.12 for a terminal serviceability (pt) of 2.0, D.13–D.15 for pt of 2.5, and D.16–D.18 for pt of 3.0 — single, tandem and triple axles respectively within each set. Interpolation is bilinear on axle load and slab thickness, D, with linear interpolation on pt. This is the rigid pavement counterpart of the structural-number-based tables used for flexible pavements. A truck's composite factor is simply the sum of its individual axle LEFs.
Real fleets often run heavier than their nominal axle rating, especially where axle-load enforcement is inconsistent. The Adopted Factor lets you carry that risk into the design deliberately: it starts synced to the computed composite LEF, but typing your own value overrides it and stops the auto-sync until you reset it. It is the Adopted Factor, not the raw computed factor, that drives each truck type's Daily ESALs. Adopting a higher value than the computed composite LEF implies truck loading and/or tyre pressure above the adopted standard/reference conditions — it is a deliberate, visible safety margin, not a correction to the interpolation.
Adopted Factor × Daily Trucks (AADT), per truck type.GF = [(1+g)ⁿ − 1] / g, compounding the base-year annual ESALs over the full analysis period.The analysis period, n, spans from the traffic count year through construction completion and on to the end of the design life — so growth is projected over the pre-construction period too, not just the years after opening.
The slab thickness (D) entered here is only used to interpolate axle load equivalency factors from the AASHTO tables. It is independent of, and typically an estimate ahead of, the actual slab thickness solved by the Rigid Pavement Design Calculator itself.
Pressing Send passes the Design ESAL, the full per-truck axle breakdown, and the traffic count year, construction completion year and design life to the Rigid Pavement Design Calculator. The transfer is retained until the next Send, so it survives a page reload on either end.
This implements the 1993 empirical method's traffic-loading procedure, still in wide use but superseded in some agencies by the mechanistic-empirical Pavement ME procedure. Confirm the required method, load equivalency factors and growth assumptions against your governing design manual before finalising a design.
An Equivalent Single Axle Load (ESAL) converts the damaging effect of a real, mixed traffic stream into an equivalent number of passes of a standard 18,000-pound single axle. AASHTO pavement design equations are built around cumulative ESALs over the design life, not raw truck counts, so an accurate ESAL figure is the single input that most affects the resulting slab thickness.
Each axle group's LEF is interpolated from AASHTO 1993 Appendix D: Tables D.10–D.12 for pt=2.0, D.13–D.15 for pt=2.5, and D.16–D.18 for pt=3.0 (single, tandem and triple axles respectively within each set). Interpolation is bilinear on axle load and slab thickness (D), with linear interpolation on the terminal serviceability index (pt). Summing the LEFs of every axle on a truck gives that truck's composite equivalency factor.
Rigid (concrete) pavements distribute load differently than flexible (asphalt) pavements, so AASHTO 1993 gives rigid pavements their own set of Appendix D tables — D.10 through D.18 — indexed by slab thickness in inches rather than the structural number (SN) used for flexible pavement LEFs. This calculator's slab thickness input only affects the axle load equivalency lookup, independent of the final designed slab thickness solved in the Rigid Pavement Design Calculator.
The Adopted Factor is the composite LEF actually used to calculate a truck type's Daily ESALs. It starts synced to the computed composite factor, but can be overridden upward to allow a margin for unchecked overloading — common where axle-load enforcement is inconsistent and trucks routinely run heavier than their nominal rating. Overriding it stops automatic syncing until it is reset. Selecting a higher value than the computed composite LEF implies truck loading and/or tyre pressure above the adopted standard/reference conditions.
The growth factor compounds the base-year annual ESALs forward using GF = [(1+g)ⁿ − 1] / g, where g is the annual traffic growth rate and n is the total analysis period in years — the years between the traffic count and construction completion plus the design life after opening. Multiplying the base-year annual ESALs by this factor gives the cumulative Design ESAL, W18.
Set up your truck fleet and traffic parameters, then press Send. This writes the Design ESAL value, the full per-truck axle breakdown, and the traffic count year, construction completion year and design life to the Rigid Pavement Design Calculator, either live if the two tools are open together or the next time that page is loaded or refreshed.