Nupave recommended external concrete specification — Boneo
Group 5 — Mornington Peninsula — Coastal Sand / Ridge Clay Mix
Concrete: N25 or N32 (depending on application)
Indicative regional ground conditions
Boneo is on the Mornington Peninsula, where soil profile varies significantly by pocket — from free-draining coastal sand on the flats to reactive clay on the Mt Eliza – Mt Martha ridge. Regional conditions can change block-to-block on this coast. The actual AS 2870 site classification for any individual property can only be established through a site-specific geotechnical investigation, taking into account soil profile, fill, moisture conditions and vegetation.
Regional ground movement (indicative, AS 2870)
Ground of this type may exhibit variable — from generally low on stable sand pockets to 40 mm or more on the reactive-clay ridge. This is a regional indicator only — actual movement at a given address depends on soil profile, moisture history and tree influence.
| Application | Slab thickness | Sub-base | Reinforcement |
|---|---|---|---|
| Path / foot traffic | 75–100 mm | 75 mm compacted crushed rock | SL72 |
| Driveway (cars up to 3 t) | 100 mm | 75–100 mm compacted crushed rock | SL72–SL82 |
| Occasional truck (3–10 t) | 125–150 mm | 100 mm compacted crushed rock | SL82 or rebar |
Nupave standard specification for typical conditions of this soil group — subject to site-specific assessment. Not a design substitute for a project engineer’s report where one is required.
| Saw-cut / control joint spacing (100 mm slab) | |
|---|---|
| Spacing between cuts | 2.4 m – 3.0 m (assess per block — tighter on reactive clay pockets) |
| Cut depth & timing | At least 25 mm on a 100 mm slab (¼ slab thickness). Saw-cut as soon as the concrete can be cut without excessive ravelling — timing will vary with the mix, weather and saw type. A quick trial cut on a low-visibility edge or offcut is best practice before committing to the full grid. |
| What joints do | Closer joint spacing and properly proportioned panels encourage drying-shrinkage and thermal movement to occur at planned locations. Control joints reduce the risk of random cracking; they do not prevent cracking caused by inadequate support or differential ground movement. |
| Panel shape | Keep panels close to square (length ≤ 1.5× width). Long, narrow panels are more prone to random cracking regardless of joint spacing. |
Concrete grade
Nupave specifies N25 or N32 concrete depending on the intended application, anticipated loading, exposure conditions, selected finish and any site-specific engineering requirements. N32 may be specified where increased compressive strength, abrasion resistance or durability is required. Concrete strength alone does not compensate for inadequate subgrade preparation, drainage or ground movement — it is one element within a properly detailed slab system.
Slip layer (poly membrane)
A polyethylene separation or slip membrane may be considered where required by the slab design or site conditions. It can reduce friction between the slab and compacted base during concrete shrinkage, but does not prevent settlement, heave or other vertical ground movement. Where a project engineer or geotechnical report specifies membrane use, that specification takes precedence.
Sub-base — why it’s a key part of the quote
Correct excavation, drainage, and a uniformly compacted crushed-rock base significantly reduce settlement and provide consistent support under the slab. It adds cost — both in laying and compacting the base, and in the extra excavation and spoil-removal that comes with the deeper dig — but that preparation is what a slab needs to perform over the long term. The preparation actually required may vary where uncontrolled fill, soft areas or unsuitable material are encountered on the specific site.
Curing coat
Concrete requires curing to develop its full design strength and durability. A liquid curing coat is applied after finishing, once bleed water has disappeared and in accordance with the manufacturer's requirements. It seals moisture into the concrete so hydration continues over the first 7 days — when the concrete's real strength develops. In summer, hot dry weather removes surface moisture quickly, so curing coat is essential to prevent surface crazing and reduced final strength. In winter, lower temperatures slow hydration, so curing is still required to reach design strength — the curing coat is still applied, and duration may need to be extended. Nupave applies curing coat as standard on all pours year-round.
Microfibres in concrete mix Optional add-on
What fibres actually do. Microfibres (polypropylene) get mixed through the whole pour and mainly control plastic shrinkage cracking in the first 24 hours, plus improve abrasion / impact resistance — they don’t add real structural tensile capacity. Macrofibres (heavier synthetic or steel) go further, adding post-crack toughness and some flexural strength.
Genuine benefit as an add-on: reduces fine / hairline shrinkage cracking and improves durability on any slab, sand or clay.
Should NOT replace mesh on soft or highly plastic clay soils: fibres provide no real resistance to the larger, ground-movement-driven cracks that mesh or rebar controls.
Salt / coastal exposure
Salt / wind exposure applies on foreshore-proximate sites (Portsea, Sorrento, Rye, Rosebud, Dromana, Mount Martha and similar). Nupave uses B1/B2 exposure classification (N32 minimum) and increases concrete cover to reinforcement in these zones to protect against saline-induced corrosion.
Important: This is Nupave’s enhanced standard specification for typical conditions in this suburb group, and is presented as a general reference. It is not a site-specific engineering design. Actual specifications for any individual property may vary based on site conditions, uncontrolled fill, tree influence, drainage, or requirements identified in a site-specific geotechnical or engineer’s report. Where an engineered design has been prepared for the site, that design takes precedence.
New concrete and resurfacing solve different problems. Resurfacing keeps an existing sound slab and refreshes the look — usually 40–60% less than a new pour. New concrete is the answer when the slab is failing structurally. This page covers how we decide for Boneo sites.
How new concrete works at Nupave
New concrete pours — driveways, paths, slabs — are organised through our trusted network of concreting contractors. We handle the project management, the specification, and the finish. The benefit is one point of contact and one set of standards on the work.
Signs your slab needs replacement, not resurfacing
Wide structural cracking running through the full thickness of the slab, sections that have shifted on the base, expansion joints that have failed and let water in, surface concrete crumbling away in chunks — these are signs the slab is past resurfacing.
Resurfacing as the cheaper option
If the existing slab is structurally sound but visually tired, a resurface in spray-on, slate impression, stencil or Timbercrete is usually cheaper and faster than tearing out and pouring new.
Exposed aggregate as the decorative upgrade
If you’re already doing a new concrete pour, exposed aggregate is usually the decorative upgrade worth considering. The aggregate is mixed into the pour and exposed at the surface — giving you a textured, slip-resistant, hard-wearing finish.
Why Nupave
Some jobs are small, but they still need to be done properly. Shaun will tell you what is worth doing, what is not, and what the job will cost before anything starts. No deposit, no pressure, just a written quote after the on-site assessment.
Other Concrete Services in Boneo
Frequently Asked Questions
Is the surface safe for kids and pets?
Once the coating and sealer have cured, it is fine for normal family use. During the job, kids and pets need to stay off the area until I say it is ready, because wet coatings, sealers and repair products are not something you want walked through the house.
Will the colour fade over time?
All outdoor coatings can change over time with sun, wear and cleaning. A proper sealer helps protect the colour, and resealing every 2–5 years keeps the surface looking better and helps stop it drying out or wearing unevenly.
How long does new concrete last?
Properly poured and finished concrete at standard thickness, with normal sealing maintenance, holds up over decades. The sealer cycle — every 2–5 years for decorative finishes — protects the surface.
Call 0418 741 188 or email enquiries@nupave.com.au for a free on-site assessment and a written quote within a few business days. No deposit required.