ISO 9001:2015 · ISO 45001:2018

GPR Services

RCC Slab and Wall Scanning Before Coring or Cutting

Marked on the concrete, not drawn in an office — because a drawing does not help the person holding the core drill at the moment they switch it on.

What is inside that slab

Reinforcement.Electrical conduit.A drainage sleeve.And you have one chance to miss all three.

An RCC slab is not a solid. It carries a reinforcement grid whose spacing you can estimate and a set of embedded services whose positions you cannot. Coring on an assumption works until the day it does not.

Marked directly on the structure · Priced per opening · Slabs, walls and soffits

Quick AnswerMezux Touch scans RCC slabs, walls and soffits before coring, cutting or anchoring — locating reinforcement, embedded conduits, sleeves and voids, and marking them directly on the concrete in an agreed colour convention rather than issuing only a drawing.

Why the marking matters more than the report

The person who needs this information is holding a core drill against a wall. A PDF on a laptop in the site office does not reach them, and a dimensioned drawing requires measuring from a datum that may not be obvious.

We mark the structure directly in a colour convention agreed beforehand, so reinforcement, conduits and clear zones are visible at the point of cutting. The record and photographs follow for the file.

What a scan actually resolves

Reinforcement position, spacing and cover through the top 300 to 450 mm, which on most slabs is the full thickness. Embedded electrical and mechanical conduits. Drainage and service sleeves. Voids and honeycombing where present.

Scanning is done in two directions, because a single-direction pass cannot distinguish a bar running with the scan from one running across it. That doubles the fieldwork and is not optional.

Structural scanning sequence

How a scan is carried out

Coring, cutting or anchoring?

A 25 mm anchor and a 200 mm core need different clearances. Knowing the purpose sets how much clear zone has to be found around each proposed position.

Marked on the surface first

A reference grid is marked on the structure so findings can be positioned repeatably and the client can verify them afterwards.

Scanning in both directions

Passes are run at right angles, because one direction cannot resolve bars running parallel to the scan. This is method rather than thoroughness.

Findings on the concrete itself

Reinforcement, conduits and sleeves are marked in an agreed colour convention on the structure, so the operator sees them at the point of cutting.

Confirming the opening will fit

The proposed position is checked for adequate clearance rather than just checked for what is present. A position that clips a bar is as unusable as one that lands on it.

Suggesting a workable position

Where the intended position is not viable, we mark the nearest one that is, so the day is not lost to a decision nobody on site can make.

Saying when there is no clear point

Where a slab is congested enough that no safe position exists, we report that rather than nominating the least-bad option. That decision belongs to the structural engineer.

Photographs and a scan report

The marked area is photographed and referenced so the work can be verified later, and a marked-up structural drawing is issued where multiple openings are involved.

Where clients get the pricing wrong

This is priced per opening or per area, never per metre, because that is how the work is actually performed. A single core position on a congested slab can take longer than ten on a simple one.

Overhead soffit scanning is slower than floor scanning and priced accordingly. Walls sit between the two.

Structures we scan across NCR

RCC wall scanning is slower than slab work because access is awkward and reinforcement detection through a vertical face needs steadier passes. Concrete void detection is included where honeycombing is suspected. Slabs, walls and soffits are scanned across the capital region. Building stock differs by area, and so does what is embedded in it:

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Frequently asked questions

Typically 300 to 450 mm, which is usually the full slab thickness. Depth is limited by antenna frequency, chosen for resolution rather than reach.

Because a single direction cannot resolve bars running parallel to the scan. It is method rather than thoroughness.

Both, and the marking matters more. A drawing does not help the operator holding the drill at the moment of cutting.

We report that rather than nominating the least-bad point. Whether to proceed is a structural engineer's decision.

Yes, with the same method. Overhead work is slower and priced accordingly, walls sit between floor and soffit.

Coring an RCC slab this week?

Send the positions and the core diameter — clearance around the opening matters as much as what is under it.

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RCC scanning — method, limits and detailed questions

Structural concrete scanning shares equipment with ground survey and almost nothing else. The material is known and uniform, targets are shallow, tolerance is measured in centimetres, and the consequence of error is a structural or electrical event rather than a wet trench. The technique is the same; the discipline is not.

Why clear zone matters as much as detection

Clients frequently ask what is inside the slab when the question they need answered is whether their proposed opening will fit. A 150 mm core needs 150 mm of clear concrete plus a working margin, and a position that clips a bar at its edge is as unusable as one centred on it. We check the opening rather than only reporting the contents, and where the intended position does not work we mark the nearest one that does, so a decision is available on the day rather than deferred to a meeting.

What is delivered

Direct marking on the structure in an agreed colour convention distinguishing reinforcement, conduits, sleeves and clear zones. Photographs of the marked area, sized and referenced so the work can be verified later. A marked-up structural drawing where multiple openings are involved, showing each cleared position. An explicit statement where a slab was too congested for a safe opening, because that is a finding rather than a failure. Cover depth to reinforcement where durability assessment is in scope.

Beyond the basics

Can you distinguish conduit from rebar? Usually, from depth, diameter and the pattern of returns. Where the distinction cannot be made confidently we say so.

Does slab thickness limit the scan? Only if it exceeds the antenna's useful range. On most building slabs the scan covers the full thickness.

How long does one opening take? On a simple slab, minutes. On a congested one, considerably longer, which is why the work is priced per opening rather than per metre.

Can you scan post-tensioned slabs? Yes, and it needs particular care — see our post-tension cable detection page, where that risk is set out in full.

Do you core as well as scan? We scan and mark. Coring is normally the client's contractor, which keeps the checking party separate from the cutting party.

Terms used on this page

Rebar mesh — the reinforcement grid inside concrete, whose spacing and cover the scan establishes. Cover — the depth of concrete over reinforcement, governing durability and safe coring depth. Two-directional scan — passes at right angles, required to resolve bars parallel to a single pass. Clear zone — the area around a proposed opening that must be free of embedded material. Congested slab — a structure with so much embedded material that no safe opening position exists.

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Bharti Airtel
Tata Communications
TCIL
Reliance Jio
Gigatel Networks
RailTel
MTNL
BSNL
Vodafone Idea
P2P Networks