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C4CASE STUDY

OCCUPIED BUILDING · NAVI MUMBAI

After a partial collapse, checking the rest of the building

Part of a slab in one room had collapsed. We were called to inspect the remaining rooms, slabs and elements and establish whether the same conditions existed elsewhere.

Client name and location are withheld. Site photographs and raw data are on file. Equipment: HILTI PS 1000 X-Scan. Processing: PROFIS Detection in expert mode with our own MATLAB routines.

delaminationoccupiedpost-damage

The problem

Part of a slab in one room had collapsed. We were called to inspect the remaining rooms, slabs and elements and establish whether the same conditions existed elsewhere. The client needed to know which areas to release, which to prop, and where repair had to start.

Why it was hard

The building was occupied and partly distressed, so nothing invasive was possible, and the answer was needed quickly. Moisture varied room to room, which shifts the depth reading if a single calibration is used across the floor.

What we did

Gridded the elements from the soffit and, where reachable, the top surface, calibrating each element separately. Delamination gives a three part signature that can be looked for directly: a flat echo with air type polarity, ringing repeats at even intervals, and loss of the bar response beneath it. Depth slices at and just below the reinforcement level showed those zones as continuous areas in plan rather than scattered bright spots.

Result

Delaminated zones and reinforcement irregularities mapped with plan extents and depths, letting the client rectify promptly. The report was explicit about what radar does not answer: cause of collapse and residual capacity require ultrasonic pulse velocity, impact echo and a small number of agreed cores.

This is a record of a specific investigation, not a statement that every element will produce the same result. What radar resolves on any given structure depends on its moisture content, chloride content, reinforcement congestion and mix. We assess that at enquiry stage and say so before the survey is commissioned.

RELATED SERVICE

Void and delamination mapping covers this kind of investigation.

Equipment used

The HILTI PS 1000 X-Scan is a three antenna ground penetrating radar system that produces plan view images of concrete, not the single line trace of a covermeter or a rebar scanner. It records a 600 by 600 mm image scan grid in a single set up, extendable to 1200 mm by 1200 mm for larger elements, and detects to a stated maximum of 300 mm in concrete. Default settings assume dry, ordinary concrete, so we acquire in expert mode with the phase of the signal preserved and calibrate the dielectric constant on the element in front of us, processed in PROFIS Detection together with our own MATLAB routines.

From WhatsApp message to marked element

Enquiry. Send the element type, thickness, exposure condition and what you need to locate on WhatsApp. Photographs, drawings and any previous scan output help us assess it fast.

Plan. We check access, moisture, exposure and reinforcement congestion against your target, confirm radar is the right test, and schedule the visit.

Scan and mark. Calibrated on the element, scanned in an orthogonal grid, and marked directly on the surface for your coring or cutting crew, same visit.

Report, if needed. Depth slices, plan extents and permissible core diameters, issued as a written report when your project requires formal documentation.

OTHER SERVICES

If a scan on your project has come back inconclusive, send us the element details, the exposure condition and the output you already have.

Send us an inconclusive scan

Send the element details, get a scope back the same day.

Element type, thickness, exposure condition and what you need to locate on WhatsApp. Photographs, drawings and any previous scan output help us assess it fast.

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