Concrete Spalling in Singapore: Causes, Risks, Repair Methods and Who Must Fix It

Updated 9 November 202618 min read17 sources, 12 officialBy RRD Engr & Constr, editorial standards
The short answer

Spalling concrete is concrete cover cracking and breaking away because the steel reinforcement inside has corroded, usually after carbonation or chlorides destroy the steel's natural protection. Small patches can be repaired by removing loose concrete, cleaning and priming the steel and patching with polymer-modified mortar. Extensive spalling, beams, columns or cantilevers need a Professional Engineer. Owners repair inside HDB flats; MCSTs repair common property.

A brown stain on a bathroom ceiling, a hairline crack that slowly widens, a patch of paint that bulges and finally a piece of concrete on the floor: that is how spalling usually announces itself in a Singapore home. HDB describes spalling as a common issue in older buildings, especially in damp areas such as kitchens and toilets.1 MND told Parliament in 2020 that HDB received an average of about 10 reported cases a year per 1,000 sold flats, and 23 per 1,000 rental flats.3

Spalling is not just a cosmetic problem. Behind the bulge is corroding steel reinforcement, the part of reinforced concrete that carries tension. Left alone, the corrosion spreads, more concrete falls, and the steel loses cross-section. HDB warns that unattended spalling spreads to a bigger area and weakens the building structure.1 On façades, ledges and car park soffits, falling concrete can injure people below.

This guide explains why concrete spalls (carbonation and chlorides), the signs to look for, how serious each kind is, how spalling is treated under BCA’s Periodic Structural Inspection, how proper repairs are done, who must pay in HDB, condominium and commercial buildings, and when you need a Professional Engineer.

Why concrete spalls: the chemistry in plain English

Steel bars embedded in good concrete do not normally rust, even though concrete is porous and damp. The reason is alkalinity. Writing for the Institute of Corrosion, corrosion engineer John Broomfield explains that the cement chemistry raises the alkalinity at the steel surface to around pH 12.5 to 13, which passivates the steel with a thin protective oxide layer.6 Two things destroy that protection.

Carbonation

Carbon dioxide from the air slowly diffuses into concrete and reacts with the alkaline compounds, neutralising them. Broomfield describes the carbonation front as a transition in pH from about 12.5 to 8.5, a few millimetres wide, that moves inward over time; its depth is approximated by a diffusion relationship, growing roughly with the square root of time.6 When the front reaches the reinforcement, the steel loses its passive layer and can corrode wherever there is enough moisture and oxygen.

HDB identifies carbonation as the main cause of spalling in flats, calling it a natural deterioration process that causes the steel bars in the ceiling slab to corrode, cracking and bulging the concrete cover.1 HDB adds that a humid environment speeds carbonation, which is why bathrooms and kitchens are the usual locations, and that paint helps protect ceilings against it.1

Practical consequences:

  • Thin cover spalls first. Bars placed close to the surface, common in older slabs, are reached by the carbonation front sooner.
  • Cracks and holes are shortcuts. HDB recommends sealing ceiling cracks and holes, including old fixing holes, to stop moisture and carbon dioxide entering.1
  • Moisture decides the rate. Dry carbonated concrete corrodes slowly; damp carbonated concrete corrodes quickly. Leaks from above, poor ventilation and condensation all accelerate damage.

Chlorides

Chloride ions break down the passive layer locally even where the concrete is still alkaline. Broomfield explains that chlorides build up in the cover until they reach a threshold concentration at the steel surface, generally taken as 0.2 to 0.4% chloride by mass of cement for ordinary carbon steel in Portland cement concrete.6 Chloride attack tends to cause localised pitting that can cut a bar’s cross-section faster than the general corrosion typical of carbonation.

In Singapore, chloride exposure is most relevant for coastal and marine structures, which is one reason BCA extended PSI to jetties, wharves, bridges and similar civil engineering structures, with specific checks on corrosion in marine environments.97 Chlorides can also be present in some older concrete from the materials used to make it.

Why corrosion cracks the concrete

The rust that forms takes up much more room than the steel it replaces. Broomfield notes that the common corrosion products are porous iron oxides with “a volume several times that of the steel consumed”, generating tensile forces that crack and delaminate the cover.6 Concrete is weak in tension, so the cover splits along the line of the bar, then separates and falls. By the time you see spalling, corrosion has usually been active for some time.

Feature Carbonation-induced corrosion Chloride-induced corrosion
Trigger CO₂ from air lowers pH at the steel Chloride ions reach a threshold at the steel
Typical locations in Singapore Ceilings of bathrooms and kitchens, roofs, poorly ventilated areas, thin-cover elements Coastal and marine structures; elements exposed to sea spray; some older concrete
Pattern Generally more uniform corrosion along bars Localised pitting; can reduce bar section quickly
Key accelerator Moisture and humidity Moisture plus chloride build-up
Repair focus Remove carbonated concrete around bars; restore alkalinity with repair mortar; anti-carbonation coating Remove contaminated concrete; treat steel; engineer may consider additional corrosion protection

Sources: Institute of Corrosion;6 HDB.1

Signs of spalling and corroding reinforcement

Spalling develops in stages. Catching it at the first or second stage keeps the repair small.

Stage What you see What it means Action
1. Early Fine cracks on ceiling or beam, often in straight lines; brown rust stains; paint flaking or blistering Corrosion has started; cover still attached Investigate cause (leak, humidity); seal and monitor; plan repair
2. Delamination Bulging plaster or concrete; hollow sound when tapped Cover has separated from the bar; will fall Make safe: remove loose material; repair soon
3. Spalled Concrete pieces fallen; rusty bars exposed Active corrosion; bar section may be reduced Repair promptly; engineer if extensive or on structural members
4. Severe Large areas spalled; bars thin, broken or missing; cracking along beams or columns; sagging Possible loss of structural capacity Restrict use beneath; engage a PE immediately

Where to look for spalling

  • Bathroom, toilet and kitchen ceilings, especially below the unit above’s wet areas
  • Ceilings directly below roofs, planter boxes and roof gardens
  • Underside of balconies, ledges, air-con ledges, canopies and cantilevered slabs
  • Car park soffits and beams, ramps and podium decks
  • Column bases where water collects, behind planters or near drains
  • Parapets, railings fixed into concrete, and façade features
  • Areas where old fixings were removed and the holes left open

A simple tapping test with a light hammer helps map the extent: sound concrete gives a sharp ring, delaminated concrete a dull thud. BCA’s PSI guidelines require the inspecting engineer, wherever spalling concrete is observed, to carry out simple tests such as tapping in other areas to identify the risk of further spalling.7

How serious is it? Risk to people and to the structure

There are two different risks.

Falling concrete. A delaminated piece of cover can drop without warning, onto a bathroom floor, a car park bay, or a pavement below a façade. Concrete elements are within the scope of BCA’s Periodic Façade Inspection, which covers any part of a concrete wall, slab, beam or column on the exterior, and lists spalling, delamination and cracking of concrete as common façade defects.10 For façade spalling, the Competent Person must recommend immediate measures where needed, such as cordoning off, hoarding and removing loose elements.10

Loss of structural capacity. Corrosion reduces the steel area, weakens the bond between steel and concrete, and removes the concrete that confines and protects the bars. In a ceiling slab with minor spalling, the structural effect is usually small. In a cantilever, a heavily loaded beam, a slender column or a transfer structure, the same corrosion can be significant. BCA’s PSI guidelines single out structures without redundancies, such as cantilever structures and cantilever balconies exposed to the elements, for specific checks for signs of distress, cracks, deformation or corrosion.7

How BCA classifies spalling in the PSI

BCA’s standard PSI report template, issued with Circular APPBCA-2024-19 in December 2024, gives structural engineers examples of how to classify defects.8

PSI defect category BCA examples relevant to spalling and corrosion
Non-structural defect Plaster cracks
Minor structural defect Minor RC cracks under 2 mm wide and under 30 mm deep; localised and minor concrete spalling under 300 mm in the longest direction; surface rust or pitting of steel members with no reduction in thickness
Structural defect Structural cracks; extensive concrete spalling over 300 mm in the longest direction; corrosion of steel members with reduction in thickness; excessive deformation, deflection, settlement or bulging

Source: BCA Circular APPBCA-2024-19, Annex D (standard PSI report template), section 3.10.8

300 mm longest dimension of spalling above which BCA’s PSI template example treats it as a structural defect8

These are examples in a report template, not legal thresholds, and the engineer’s judgement governs. They are nonetheless a useful, Singapore-specific way for owners to understand why one patch is “minor” and another triggers a full investigation.

Building and Construction Authority — PSI Guidelines for Structural Engineers

BCA warns that improper repair of spalling concrete, cracks and holes, through incorrect procedures or unsuitable materials, leaves the spalling deteriorating undetected underneath fresh coats of repair.7 It therefore expects the PSI engineer to review past repair methodology, and notes that water leakage at a reinforced concrete roof makes spalling more likely.7

Spalling and the Periodic Structural Inspection

PSI applies to all existing buildings except detached, semi-detached, terrace and linked houses used solely as residences, and temporary buildings: every 10 years where at least 90% of the floor area is residential, and every 5 years for all other buildings.7 Spalling is one of the conditions the engineer must look for. The guidelines list it among the signs of structural defect, deformation or deterioration to be recorded, with comments on extent, possible causes and seriousness, and they allow judicious removal of plaster or finishes to reveal the structure beneath.7

Several PSI rules matter specifically for spalling:

  • Severity assessment. Each problem is assessed as of no structural significance, requiring remedial action or monitoring, or a suspected defect of structural significance needing a full structural investigation and immediate action.7
  • Extended coverage. Where defects are caused by degradation of material due to age, such as spalled concrete, BCA expects inspection coverage to be increased throughout the building, for example by inspecting more units or accessing ceiling panels at closer intervals.7
  • Corrosion in similar exposures. Where corrosion is found because of exposure conditions, inspection should extend to other areas with high humidity or similar exposure.7
  • Past repairs. The engineer is expected to review the effectiveness of past repairs.78
  • Follow-up. After BCA accepts the report, it writes to the owner to follow up on the engineer’s recommendations; owners should carry out remedial works promptly and submit the engineer’s certification of completion where applicable.9 A planned sale is not a reason to avoid the repairs.9

Read our full PSI owner’s guide for cycles, timing after TOP and penalties.

Repair methods

Good spalling repair has one aim: stop the corrosion and restore the protective cover so it does not come back. That means removing all damaged and contaminated concrete around the bars, treating the steel, rebuilding the section with a compatible repair material, and protecting the surface.

Small domestic patches: HDB’s method

HDB says owners can repair spalling in their flats themselves if the area is small, and sets out the steps:1

  1. Remove the spalled concrete.
  2. Scrape and clean the exposed steel bars, using a wire brush to remove rust.
  3. Apply two coats of anti-rust paint to the steel bars.
  4. Apply a bonding agent to the affected surface.
  5. Patch the hacked area with polymer-modified cement mortar.
  6. Paint over the patch to match the rest of the ceiling.

If the area is large, HDB advises engaging a contractor promptly, before more concrete dislodges and potentially causes injury.1 Under HDB’s Home Improvement Programme, the essential repair is described as removal of loose concrete, patching and painting of the affected areas.5

Larger or structural repairs: the professional sequence

For larger areas, beams, columns, cantilevers, car parks and façades, repairs should follow a specification from a Professional Engineer. The European EN 1504 series, Products and systems for the protection and repair of concrete structures, is widely referenced for this work; Part 9 sets out general principles for the use of repair and protection products and systems.16

Concrete spalling repair: typical professional sequence

  1. Make safe. Remove loose and hanging concrete; cordon or prop where needed; protect people below.
  2. Find and stop the water. Leaks from roofs, wet areas, planters and pipes must be fixed first, or the repair will fail.
  3. Map the extent. Tap-test and mark all delaminated areas beyond the visible spall; the engineer may also test carbonation depth or chloride content and measure cover.
  4. Cut and break out. Saw-cut the repair boundary to avoid feather edges, and break out concrete around the corroded bars, including behind them, until sound, uncontaminated concrete and clean steel are reached.
  5. Clean the steel. Remove rust back to clean metal. The engineer checks bar section loss and specifies additional or replacement bars where loss is significant.
  6. Protect the steel. Apply the specified reinforcement primer or corrosion protection coating.
  7. Prepare the substrate. Clean, pre-wet or prime the concrete and apply a bonding agent as the mortar system requires.
  8. Rebuild the section. Apply polymer-modified repair mortar (or micro-concrete for larger volumes) in layers to the original profile, with structural-grade mortars where the element carries load.
  9. Cure. Follow the manufacturer’s curing requirements so the patch does not shrink and crack.
  10. Protect the surface. Apply a protective or anti-carbonation coating or paint system; reseal joints and cracks.
  11. Record. Keep marked-up plans, photographs, material data and the engineer’s certification for the next PSI.

Choosing repair mortar

Repair mortars are not ordinary plaster. EN 1504-3 classifies repair mortars into classes R1 to R4. Manufacturers’ technical guidance describes R3 and R4 as structural repair mortars, with R4 having a compressive strength of over 45 MPa.15 The engineer should specify the class and product according to whether the element is structural, the depth of repair and the exposure. Using a lightweight cosmetic filler on a beam or column is a common reason repairs fail.

Repair situation Usual approach Who should specify
Small ceiling spall in a flat (a patch or two) HDB six-step method; polymer-modified cement mortar; repaint Owner or contractor
Several patches or recurring spalling in one room Map by tapping; contractor repair with primer, bonding agent and repair mortar; fix leaks; improve ventilation Contractor; engineer if recurring
Beams, columns, cantilevers, car park soffits Break-out behind bars, section loss check, structural repair mortar, protective coating Professional Engineer
Extensive spalling over 300 mm, section loss, or deformation Structural investigation; repair and possibly strengthening designed by PE; plan approval or permit where required Professional Engineer; BCA processes
Façade concrete under PFI Repair to Competent Person’s proposal for entire façade; PE supervision for structural elements Competent Person and PE

Sources: HDB;1 BCA PSI Guidelines and template;78 BCA PFI Guidelines.10

Protective coatings and prevention

After repair, protection slows the return of corrosion. HDB’s prevention advice for flats is to paint ceilings regularly, seal cracks and holes immediately, and ensure ventilation in moisture-prone areas.1 MND has likewise described spalling as generally a surface maintenance issue that regular ceiling painting helps to mitigate.2 On larger buildings, an engineer may specify a dedicated anti-carbonation coating, waterproofing to roofs and decks, and in chloride environments additional corrosion protection.

The patch that hid the problem

Composite scenario. A ten-storey commercial building has recurring spalling on the soffits of its car park ramps. For years the maintenance contractor knocks off loose pieces, paints the bars and skims over them with a cement plaster. Each wet season the patches crack again and new ones appear beside them. At the next PSI, the engineer opens up several patches and finds the bars behind them still rusting, with noticeable section loss at two locations near the beam supports. The repairs are reclassified as structural, the ramp is partly closed while a PE designs a repair and strengthening scheme that is processed as building works, and tenants lose car park access for weeks. The underlying issues were a leaking expansion joint above and repairs that never removed the contaminated concrete behind the steel.

Who must repair spalling concrete

Building type and location Usually responsible Notes
Inside an HDB flat (sold) Flat owner GRA: HDB arranges repair and co-pays 50% after the DLP (as stated by MND); HIP may fully fund for eligible flats
HDB common areas and block structure Town Council or HDB, as applicable Report through the Town Council
Condominium: structural slab, beam, column MCST Key structural elements and slabs (excluding underlayment) are common property
Condominium: plaster, finishes and fittings inside a unit Subsidiary proprietor Unless damage was caused by a common-property defect
Landed house Owner No MCST
Commercial or industrial building Owner or MCST; tenants per lease Lease repair clauses allocate interior items
Any building served with a BCA order or notice Owner (or MCST for common property) Building Control Act ss 24 and 25E

HDB flats

MND’s position, stated in Parliament in 2016 and repeated since, is that flat owners are responsible for maintaining the interior of their flats, including spalling concrete, and bear the cost of repairs.4 For spalling due to wear and tear after the defects liability period, owners can ask for help under the Goodwill Repair Assistance scheme, under which HDB arranges the repair and co-pays 50% of the cost.24 Under the Home Improvement Programme, repair of spalling concrete and structural cracks is an essential improvement, fully funded by the Government for Singapore Citizens; MND has noted that HIP does not prevent spalling recurring later, as wear and tear continues.52 MND said in 2018 that after the 1-year DLP, an average of about 13 spalling cases per 1,000 dwelling units are reported to HDB each year.2 Check current scheme terms with HDB, as these statements date from 2016 to 2020.

Condominiums and strata buildings

BCA’s summary of the Building Maintenance and Strata Management Act (renamed the Building (Strata Management) Act from 1 October 2025, when its maintenance duties moved into the Building Control Act) amendments that took effect following gazettal in November 2018 states that the definition of common property makes clear that key structural elements, namely foundations, beams and columns, are common property, and that slabs, excluding underlayment, are common property.11 The MCST must properly maintain and keep common property in good and serviceable repair, including renewing or replacing it where reasonably necessary, under section 29(1)(b) of the BMSMA.12 The High Court has held that duty is not strict; an MCST is liable if it fails to act reasonably, not merely because common property is damaged.12

In practice, spalling of a structural slab, beam or column in a strata development, including where it shows on the ceiling of your unit, is generally for the MCST to investigate and repair. Report it in writing with photographs. Plaster, ceiling boards and fittings inside your unit remain your responsibility, and BCA reminds owners that structural elements such as slabs, beams, columns and walls cannot be altered without a Professional Engineer’s assessment and the Commissioner of Building Control’s approval.17 Where cause is disputed, for example spalling triggered by a leak from the unit above, see our guide on inter-floor water seepage.

When BCA steps in

Where a building is in such a condition as to be dangerous, section 24 of the Building Control Act empowers the Commissioner of Building Control to order the owner to inspect, carry out works, shore up or hoard the building, or suspend its use; non-compliance can attract fines of up to S$100,000, imprisonment of up to 12 months or both.13 Under section 25E, the Commissioner may serve a notice to maintain where a building, common property or exterior feature is not kept in good repair; non-compliance carries a fine of up to S$20,000, up to 12 months’ imprisonment or both, plus up to S$250 a day for a continuing offence.14

When you need a Professional Engineer

Independent engineer's note

Spalling repair is a field where the contractor who will do the work often also diagnoses how much work is needed. For anything beyond a small ceiling patch, the extent, the cause and the repair method should be decided by a Professional Engineer appointed and paid by the owner or MCST, not by the repair contractor. That keeps the assessment independent of the repair contract’s size. RRD recommends that owners appoint the engineer directly; the engineer contracts with and invoices the owner, RRD adds no mark-up to engineering fees, and the owner is free to appoint any PE. RRD’s usual independent engineering partner is CVC Engineers, a Singapore PE consultancy whose services include civil and structural engineering and BCA periodic structural inspection. See why PE independence matters and our independent engineer model.

Call a PE when you see any of these

  • Spalling on a beam, column, cantilever slab, balcony, staircase or transfer structure
  • Any single spalled or delaminated area larger than about 300 mm, or many patches in one area8
  • Bars visibly thinned, pitted, broken or missing
  • Cracks running along the length of a beam or column, or diagonal cracks near supports
  • Sagging, deflection, or doors and windows that have started to bind nearby
  • Spalling that returns within a year or two of repair
  • Spalling in car parks, ramps, podium decks or marine and coastal structures
  • Spalling noted in a PSI or PFI report as needing repair
  • Any plan to cut, core or strengthen structural members as part of the repair

BCA’s PSI guidelines state that major repairs and strengthening works are treated as building works, so the procedures for approval of plans or a permit, and supervision, apply.7 Where façade repairs involve structural elements, BCA’s PFI Guidelines require structural plan approval and a permit, where applicable, before work starts, and supervision by a professional engineer.10 For how PE endorsement works and why independence matters, see our guide on PE endorsement. If the work involves hacking or altering structure, see hacking walls, slabs and structural elements.

How RRD approaches this

RRD carries out concrete repair as part of addition and alteration works and, at height, through its rope-access façade services. On spalling jobs RRD surveys and tap-maps the extent before quoting, lists cost-risk items such as additional delamination found after break-out, and recommends the owner appoint an independent PE where structural members are involved, with RRD executing to the engineer’s specification. Works are supervised and closed out with a joint inspection and handover.

An illustrative cost-of-delay comparison

Illustrative. The figures below are assumptions for explanation only, not market rates. Suppose a bathroom ceiling shows one bulging patch about 200 mm across. Repaired promptly with HDB’s method, the job involves a small break-out, steel treatment, a patch and repainting, typically done in a day. If the leak above is not fixed and the patch is ignored for several years, delamination can spread across much of the ceiling, the bars may lose section, and the repair becomes a larger break-out with possible bar replacement, scaffold or platform, waterproofing works in the unit above and an engineer’s assessment. The cost multiplies, and the risk of a piece falling on someone in the meantime is real. The general lesson, supported by BCA’s observation that routine inspections and timely repairs avoid major, costly and disruptive repairs later,8 is that early repair is almost always the cheapest repair.

Key takeaways

  • Spalling is concrete cover breaking away because the reinforcement has corroded, most often after carbonation in damp areas, or from chlorides in coastal or contaminated concrete.16
  • Rust expands to several times the volume of steel, cracking and pushing off the cover; by the time you see spalling, corrosion is established.6
  • Small ceiling patches can follow HDB’s six-step method; larger areas, beams, columns, cantilevers and façades need an engineer’s specification.17
  • BCA’s PSI template treats localised spalling under 300 mm as a minor structural defect and spalling over 300 mm as a structural defect.8
  • HDB flat owners maintain their flat interiors, with GRA co-payment and HIP funding available in defined circumstances; in strata developments, structural slabs, beams and columns are common property for the MCST to maintain.251112

For related problems see cracks in walls and ceilings, popped and hollow tiles and roof and wet-area waterproofing. Terms are defined in our glossary.

Questions people ask

What is spalling concrete?

Spalling is the cracking, bulging and breaking away of the concrete cover over steel reinforcement. MND describes it as the flaking of concrete from the ceiling caused by corrosion of the steel bars in the floor slab. Rust occupies several times the volume of the steel it replaces, so as the bars corrode they push the cover off. It is most common in older buildings and in damp areas such as kitchens, toilets and roofs.

Is spalling concrete dangerous?

It can be. Pieces of concrete can fall from ceilings, soffits, ledges and façades without warning, and the corrosion behind it reduces the cross-section of the reinforcement. HDB warns that unattended spalling spreads and weakens the building structure. Most ceiling spalling caught early is a minor repair, but extensive spalling, or spalling on beams, columns, cantilevers or façades, should be assessed by a structural engineer and made safe immediately.

Can I repair spalling concrete myself?

HDB says owners can repair small areas themselves: remove the spalled concrete, wire-brush the exposed bars, apply two coats of anti-rust paint, apply a bonding agent, patch with polymer-modified cement mortar and repaint. For larger areas HDB advises engaging a contractor promptly. Anything beyond a small patch, or any spalling on structural members other than a ceiling slab, should be assessed by a professional before repair.

Who pays to repair spalling concrete in an HDB flat?

Flat owners are responsible for the interior of their flats, including spalling concrete. MND has stated that for spalling after the defects liability period, owners can ask for help under HDB's Goodwill Repair Assistance scheme, where HDB arranges the repair and co-pays 50% of the cost. Where a block undergoes the Home Improvement Programme, repair of spalling concrete and structural cracks is an essential improvement fully funded by the Government for Singapore Citizens.

Who pays to repair spalling concrete in a condominium?

BCA's summary of the 2018 strata law amendments states that key structural elements, including foundations, beams and columns, are common property, and that slabs, excluding underlayment, are common property. Spalling of these structural elements is therefore generally for the MCST to repair under its duty to maintain common property. Confirm against your strata title plan and raise it in writing with the managing agent.

Does spalling repair need BCA approval?

Simple patch repairs to a ceiling are usually treated as maintenance. BCA's PSI guidelines state, however, that major repairs and strengthening works are treated as building works, so plan approval or permit procedures apply. Where repairs identified under a façade inspection involve structural elements, BCA's PFI guidelines require structural plan approval and a permit where applicable, and supervision by a professional engineer. When in doubt, ask a Professional Engineer.

Why does spalling come back after repair?

Usually because the repair did not deal with the cause. BCA's PSI guidelines warn that incorrect repair procedures or unsuitable materials let spalling continue to deteriorate unseen under fresh coats of repair. Common faults are not removing all carbonated or contaminated concrete around the bars, not cleaning the steel, using ordinary plaster instead of a repair mortar, and leaving a leak or high humidity untreated.

How is spalling linked to the Periodic Structural Inspection?

The PSI engineer must record signs of structural deterioration, including spalling concrete and corrosion of steel, assess their seriousness and recommend remedial actions. Where spalling is observed, the engineer must carry out simple tests such as tapping in other areas. BCA's standard report template treats localised spalling under 300 mm as a minor structural defect and spalling over 300 mm as a structural defect.

Sources

17 sources. Official sources are marked dark. Links were checked when this guide was last updated.

  1. hdb.gov.sgHousing & Development Board — “Preventing and Fixing Spalling Concrete in HDB Flats”, Home Care Guide. https://www.hdb.gov.sg/managing-my-home/renovation-and-maintenance/home-maintenance/home-care-guide/spalling-concrete (accessed Nov 2026) ↩↩↩↩↩↩↩↩↩↩↩↩
  2. mnd.gov.sgMinistry of National Development — “Written Answer by Ministry of National Development on incidents of spalling concrete in HDB flats”, 6 February 2018. https://www.mnd.gov.sg/newsroom/parliament-matters/q-as/view/written-answer-by-ministry-of-national-development-on-incidents-of-spalling-concrete-in-hdb-flats (accessed Nov 2026) ↩↩↩↩↩
  3. mnd.gov.sgMinistry of National Development — “Written Answer by Ministry of National Development on spalling concrete in HDB flats”, 5 June 2020. https://www.mnd.gov.sg/newsroom/parliament-matters/q-as/view/written-answer-by-ministry-of-national-development-on-spalling-concrete-in-hdb-flats (accessed Nov 2026) ↩
  4. mnd.gov.sgMinistry of National Development — “Written Answer by Ministry of National Development on HDB’s Goodwill Repair Assistance Scheme”, 15 August 2016. https://www.mnd.gov.sg/newsroom/parliament-matters/q-as/view/written-answer-by-ministry-of-national-development-on-hdbs-goodwill-repair-assistance-scheme (accessed Nov 2026) ↩↩
  5. hdb.gov.sgHousing & Development Board — “Information Booklet on Home Improvement Programme” (June 2025 edition), Essential Improvements. https://www.hdb.gov.sg/-/media/managing-my-home/upgrading-and-redevelopment/home-improvement-programme-hip/HIP-Info-BookletJun-2025-InfoWEB-Jan-2026.pdf (accessed Nov 2026) ↩↩↩
  6. icorr.orgInstitute of Corrosion — John Broomfield, “What Stops the Reinforcing Steel in Damp, Porous Concrete from Corroding (Usually)?”, Ask the Expert. https://www.icorr.org/ask-the-expert-15/ (accessed Nov 2026) ↩↩↩↩↩↩↩
  7. isomer-user-content.by.gov.sgBuilding and Construction Authority — “Periodic Structural Inspection of Existing Buildings: Guidelines for Structural Engineers”, September 2024, including Annexes A, D and E. https://isomer-user-content.by.gov.sg/338/7fefc1c0-6299-41fa-bf17-17c3a9896f1a/psi-guidelines-for-structural-engineers-(sep-2024).pdf (accessed Nov 2026) ↩↩↩↩↩↩↩↩↩↩↩↩↩↩
  8. isomer-user-content.by.gov.sgBuilding and Construction Authority — Circular APPBCA-2024-19, “BCA’s Findings Following the Implementation of the Enhanced PSI Guidelines and Introduction of the Standard PSI Report Template”, 2 December 2024, including Annex D standard report template, section 3.10. https://isomer-user-content.by.gov.sg/338/20350145-f27a-488c-b171-be81166651e9/circular-on-bca-findings-following-the-implementation-of-enhanced-psi-guidelines-and-introduction-of-standard-report-template.pdf (accessed Nov 2026) ↩↩↩↩↩↩↩↩
  9. isomer-user-content.by.gov.sgBuilding and Construction Authority — “Periodic Structural Inspection of Existing Buildings: Building Owner’s Guide”, September 2024, Q14, Q20 and Q23–Q25. https://isomer-user-content.by.gov.sg/338/4afd5888-86c9-4c29-863a-598f42888be5/frequently-asked-questions-for-building-owner-(sep-2024).pdf (accessed Nov 2026) ↩↩↩
  10. isomer-user-content.by.gov.sgBuilding and Construction Authority — “Guidelines on Periodic Façade Inspection”, Version 1.3, September 2026, sections 5.1, 9.2.1, 10 and 12. https://isomer-user-content.by.gov.sg/338/51a06852-15e6-4a07-936c-2fa211f8c928/PFI%20Guidelines_V1.3.pdf (accessed Nov 2026) ↩↩↩↩
  11. bca.gov.sgBuilding and Construction Authority — “Summary of Key Changes to the Building Maintenance and Strata Management Act (BMSMA)”, 29 November 2018, item 1. https://bca.gov.sg/bmsm_eservice/Others/Summary_List_of_Changes_to_BMSMA_29_Nov_2018.pdf (accessed Nov 2026) ↩↩
  12. elitigation.sgHigh Court of Singapore — Management Corporation Strata Title Plan No 3602 v MacFadden, Declan Pearse [2021] SGHC 260, at [21] and [38]–[44]. https://www.elitigation.sg/gd/s/2021_SGHC_260 (accessed Nov 2026) ↩↩↩
  13. lawplayer.comBuilding Control Act 1989, section 24 (Dangerous buildings), as mirrored by LawPlayer from Singapore Statutes Online. https://lawplayer.com/sg/act/BCA1989/24 (accessed Nov 2026) ↩
  14. lawplayer.comBuilding Control Act 1989, section 25E (Notices to maintain), as mirrored by LawPlayer from Singapore Statutes Online. https://lawplayer.com/sg/act/BCA1989/25E (accessed Nov 2026) ↩
  15. molins.esMolins Construction Solutions — “What is the difference between R3 and R4 mortar?” (EN 1504-3 repair mortar classes). https://www.molins.es/construction-solutions/en/concrete-repair-and-protection/what-is-the-difference-between-r3-and-r4-mortar (accessed Nov 2026) ↩
  16. dinmedia.deDIN Media — SN EN 1504-9:2008, “Products and systems for the protection and repair of concrete structures – Definitions, requirements, quality control and evaluation of conformity – Part 9: General principles for the use of products and systems” (catalogue entry). https://www.dinmedia.de/en/standard/sn-en-1504-9/119747882 (accessed Nov 2026) ↩
  17. bca.gov.sgBuilding and Construction Authority — “What to know as a condo owner”. https://www1.bca.gov.sg/home-and-building-owners/condo-strata/condo-living-be-condo-savvy/what-to-know-as-a-condo-owner/ (accessed Nov 2026) ↩
Cite or link to this guide

Use this guide in a report, a tender or a by-law briefing. Please link to the page so readers get the current version.

RRD Engr & Constr. (2026). Concrete Spalling in Singapore: Causes, Risks, Repair Methods and Who Must Fix It. RRD Field Guide. Updated 9 November 2026. https://rrd.sg/guides/concrete-spalling-repair-singapore/
Report a correction