BUILT FOR THE DEMANDS OF HEAVY HAULAGE

Stronger haul roads.
Better mining roads.

Put road performance at the center of your operation. Explore Claycrete II™ soil stabilization for haul roads and mining roads—and model the cost of rolling resistance across your fleet.

Road strength

Start with site-specific soil testing

Fleet economics

Explore rolling-resistance costs



Practical planning

Build a treatment plan for your site

THE ROAD BENEATH YOUR OPERATION

Haul road stabilization starts with the ground.

Haul roads and mining roads carry repeated heavy loads, day after day. Their condition influences the work required to move a truck, the demand for road maintenance, and the management of dust and water.

Claycrete II™ is a soil stabilizer for suitable clay-bearing materials. A successful mining road stabilization program begins with material testing, road design, drainage, and a controlled construction process.

Build for repeated heavy loads

Evaluate road strength and treatment suitability against the loading and operating conditions of your haul fleet.

01


Plan for dust and maintenance

Assess watering, grading, and surface performance as part of a site-specific haul road maintenance strategy.

02


Make the economics visible

Compare existing and improved road-strength scenarios using the rolling-resistance calculator below.

03

CLAYCRETE II™ / HAUL ROAD PLANNING

Haul Road Savings Calculator

What could a stronger mining road mean for your operation? Select your haul truck, compare road strength, and enter your haul cycle to estimate the change in rolling-resistance energy cost.

9 equipment presets Loaded + return journeys Editable site assumptions
01

Your equipment & operation

Selecting equipment loads its mass, wheel load, and tire contact radius from the workbook.

02

Compare road strength

CBR values may exceed 100. Use measured existing strength and a site-specific target.

03

Your haul cycle

Currency labels your entered diesel price. No exchange-rate conversion is applied.

YOUR ESTIMATED OPPORTUNITY

Loaded + empty return • annual fleet estimate

Annual modeled saving

—

Rolling-resistance energy cost only

Saving per cycle —
Modeled cost reduction —
Annual fuel equivalent saved —
Fleet cycles per year —

Annual modeled cost comparison

Existing road —
Improved road —

Planning estimate based on the supplied workbook. This is not a total fuel bill or a guaranteed saving. Treatment and implementation costs are excluded.

LOOK UNDER THE HOOD

The detail, when you need it.

Review or customize the assumptions without crowding the main calculator.

Advanced assumptions & equipment settings

Defaults reproduce the spreadsheet. Selecting a truck resets its mass, wheel load, contact radius, and empty-load factors; it keeps your road and fleet inputs.

Road model

The workbook saves k = 15 for both scenarios. A workbook note mentions k = 20 for Claycrete-treated soils; change it only when appropriate for your site.

Selected equipment

Empty return assumptions

The workbook assumes the empty contact radius and beta equal the loaded values. Here you can override either. The two empty-load factors default to 0.42.

Detailed calculation breakdown

Results below use the most recently calculated inputs.

Loaded and empty-leg comparison
Metric Loaded existing Loaded improved Return existing Return improved Units
Fleet cost and saving reconciliation
Metric Existing Improved / saving
Formulas, source notes & model limitations

How the calculation works

  1. Modulus: E (MPa) = CBR × k; E (Pa) = E (MPa) × 1,000,000.
  2. Deflection: δ = wheel load ÷ (π × contact radius × E in Pa).
  3. Rolling resistance: RR = α × δ + β. Multiply by 100 to show a percentage.
  4. Tractive force: F = RR × vehicle mass × gravity.
  5. Journey energy: MJ = F × journey distance ÷ 1,000,000.
  6. Fuel equivalent: liters = MJ ÷ diesel energy density. Journey cost = liters × diesel price.
  7. Calculate loaded and empty journeys separately. Empty mass and wheel load use their respective factors.
  8. Annual cycles = cycles per truck per day × fleet size × operating days.
  9. Annual saving = (existing cycle cost − improved cycle cost) × annual cycles.

What this estimate includes

Only the modeled energy cost attributed to rolling resistance on the selected journey segments. Both road scenarios use the same operating schedule, fuel price, and truck settings. Each daily cycle includes one loaded trip and, when selected, one empty return.

What it does not include

Engine or drivetrain efficiency, gradient, aerodynamic drag, acceleration, idling, auxiliaries, speed or cycle-time changes. The spreadsheet divides mechanical energy directly by diesel energy content; its liters are therefore fuel-energy equivalents, not a prediction of actual fuel consumption. No efficiency multiplier has been added.

Water spraying, tire wear, maintenance, productivity, emissions, treatment cost, payback, and net return on investment are not quantified by the source formulas and are excluded. The workbook’s narrative tire-saving range is not added to the result.

Workbook audit decisions

  • All three visible sheets—Calculator, README, and Haul Truck Library—and the hidden Formula_Audit sheet were reviewed.
  • The headline uses the complete cycle (Calculator rows 104–121), rather than the earlier loaded-only headline cards.
  • All nine truck presets are copied from the supplied library. These are workbook reference values, not independently verified manufacturer specifications.
  • CBR is not capped at 100: the workbook itself uses an improved CBR of 200, despite its conflicting validation rule.
  • Tire size and pressure are reference information; they do not independently feed the formulas. Contact radius is not recalculated from pressure.
  • Negative savings remain visible as a modeled cost increase. Zero trips, distance, or fuel price correctly produce zero applicable costs.
  • The saved source uses k = 15 for the improved scenario, despite a note mentioning 20 for treated soil. The calculator preserves 15.
  • The source print area ends at row 76, so the return-leg and complete-cycle sections below it can be missed in a printed copy.

Source: Rolling Resistance Reduction - Cost Savings Version 1.01.xlsx. This calculator reproduces its empirical model; site calibration and review are needed before using estimates in a business case. Source workbook copyright notice retained: © 18 June 2026.

Workbook field map & verification

Input-to-cell trace

Calculator input Source cell / range Saved default
Truck selection Calculator!H12 Caterpillar 797F
Existing / improved CBR Calculator!C15 / I15 50 / 200
Existing / improved k Calculator!C16 / I16 15 / 15
Wheel load / contact radius / mass Calculator!C28 / C29 / C32 Truck-library lookup
Alpha / beta Calculator!C30 / C31 80 / 0.01
Gravity Calculator!C33 9.81 m/s²
Loaded distance Calculator!C34 5,000 m
Diesel energy / price Calculator!C35 / C36 38.6 MJ/L / AUD 1.80 per L
Cycles / trucks / days Calculator!C37:C39 12 / 10 / 365
Empty mass / wheel-load factors Calculator!C79 / C80 0.42 / 0.42
Return distance / radius / beta Calculator!C81 / C84 / C85 Linked to loaded values
Equipment presets Haul Truck Library!A4:L12 Nine models

Default-result reconciliation

Workbook result Source cell AUD
Loaded annual saving H48 4,101,365.09
Empty-return annual saving D101 723,480.80
Complete-cycle existing annual cost C110 7,410,462.75
Complete-cycle improved annual cost D110 2,585,616.86
Complete-cycle annual saving D111 4,824,845.89

The implementation was checked against ten saved workbook results to within AUD 0.000001 or equivalent numeric precision, with all nine presets checked for loaded-plus-return reconciliation. Additional checks cover loaded-only mode, unchanged road strength, negative savings, zero activity, fleet scaling, and invalid inputs.

Interpretation decisions

The README describes editable highlighted cells, truck lookups, and the return-leg extension. Formula_Audit confirms the same energy chain as Calculator. Neither provides an independent physical calibration or a machine-efficiency model. The final workbook note links road roughness to k, but supplies no numerical roughness-to-k function, so no roughness slider or automatic k adjustment is invented.

The source contains no formulas for monetary tire, water, maintenance, or productivity benefits. Those are not added as presumed savings. Client name, prepared-by, and issue-date fields are presentation metadata rather than savings drivers and are omitted from the main view.

The fleet uses one selected model at a time. A mixed fleet should be calculated separately for each model and its actual truck count; annual savings can then be added without counting the same trucks twice.

FROM ASSESSMENT TO APPLICATION

A practical plan for your mining roads.

Match the material, construction method, and performance targets to the site.


01 / ASSESS

Test your road material

Review soil characteristics and existing road strength before selecting treatment parameters.


02 / PLAN

Define the treatment

Discuss traffic loads, drainage, treatment depth, and construction requirements with the project team.


03 / CONSTRUCT

Apply, mix, and compact

Scarify the road, apply Claycrete II™, mix through the material, compact, and trim the surface.


04 / VERIFY

Check site performance

Use agreed site testing and operating observations to assess the finished road against project targets.

HAUL ROAD PLANNING ESSENTIALS

Questions about haul roads & mining roads.

TURN THE ESTIMATE INTO A PROJECT CONVERSATION

Let's assess your next haul road.

Bring your calculator assumptions and soil information. Discuss a stabilization approach for the conditions on your site.