COOMERA WATERS SUBSIDENCE DAMAGE

Forensic Engineers..When subsidence problems arise, we're on your side!

by Brenda Baber

𝗛𝗢𝗨𝗦𝗘 𝗦𝗨𝗕𝗦𝗜𝗗𝗘𝗡𝗖𝗘: 𝗙𝗢𝗥𝗘𝗦𝗧 𝗟𝗔𝗞𝗘

A brilliant Pre-Purchase Building & Pest Inspection found External Gaps & Possible Subsidence problems & recommended that the buyer should Call Forensic Engineers for an independent expert opinion!

𝙊𝙪𝙧 𝙎𝙩𝙧𝙪𝙘𝙩𝙪𝙧𝙖𝙡 𝙀𝙣𝙜𝙞𝙣𝙚𝙚𝙧 𝙄𝙣𝙨𝙥𝙚𝙘𝙩𝙞𝙤𝙣 𝙛𝙤𝙧 𝙩𝙝𝙚 𝙗𝙪𝙮𝙚𝙧 𝙞𝙙𝙚𝙣𝙩𝙞𝙛𝙞𝙚𝙙;

• Gaps in window reveals & in door jambs
• A few cracks in brick mortar and a few interior cracks & gaps
• Some variations in the floor levels, that were not serious

𝙊𝙪𝙧 𝙎𝙩𝙧𝙪𝙘𝙩𝙪𝙧𝙖𝙡 𝙀𝙣𝙜𝙞𝙣𝙚𝙚𝙧 𝙍𝙚𝙥𝙤𝙧𝙩 𝙘𝙤𝙣𝙘𝙡𝙪𝙙𝙚𝙙;

There had been some slight initial settlements

• They were not serious
• Subsidence had abated long ago
• The house was now perfectly stable.

𝙊𝙪𝙧 𝙚𝙭𝙥𝙚𝙧𝙩 𝙎𝙩𝙧𝙪𝙘𝙩𝙪𝙧𝙖𝙡 𝙀𝙣𝙜𝙞𝙣𝙚𝙚𝙧 𝙍𝙚𝙥𝙤𝙧𝙩 𝙜𝙖𝙫𝙚 𝙋𝙚𝙖𝙘𝙚-𝙤𝙛-𝙢𝙞𝙣𝙙 𝙛𝙤𝙧 𝙖 𝙫𝙚𝙧𝙮 𝙝𝙖𝙥𝙥𝙮 𝙗𝙪𝙮𝙚𝙧.

𝗜𝗻𝗱𝗲𝗽𝗲𝗻𝗱𝗲𝗻𝘁 𝗘𝗻𝗴𝗶𝗻𝗲𝗲𝗿 𝗥𝗲𝗽𝗼𝗿𝘁𝘀 𝗮𝗿𝗲 𝗰𝗿𝗶𝘁𝗶𝗰𝗮𝗹 𝘄𝗵𝗲𝗿𝗲 𝗮𝗻𝘆 𝗵𝗼𝘂𝘀𝗲 𝘀𝘂𝗯𝘀𝗶𝗱𝗲𝗻𝗰𝗲 𝗶𝘀 𝗶𝗱𝗲𝗻𝘁𝗶𝗳𝗶𝗲𝗱. And Forensic Engineers are the specialists to turn to.

by Brenda Baber

Engineer Reports for Wall Cracks & Subsidence - What Do I get?

𝗔 𝗧𝘆𝗽𝗶𝗰𝗮𝗹 𝗖𝗮𝘀𝗲, 𝗛𝗼𝘂𝘀𝗲 𝗙𝗼𝗿 𝗦𝗮𝗹𝗲; 𝗦𝗽𝗿𝗶𝗻𝗴𝗳𝗶𝗲𝗹𝗱 𝗟𝗮𝗸𝗲𝘀

𝙏𝙝𝙞𝙨 𝙞𝙨 𝙖𝙣 𝙚𝙭𝙩𝙧𝙖𝙘𝙩 𝙛𝙧𝙤𝙢 𝙤𝙪𝙧 𝙎𝙩𝙧𝙪𝙘𝙩𝙪𝙧𝙖𝙡 𝙀𝙣𝙜𝙞𝙣𝙚𝙚𝙧 𝙍𝙚𝙥𝙤𝙧𝙩 𝙞𝙣 𝙩𝙝𝙞𝙨 𝙘𝙖𝙨𝙚;

𝟯.𝟭 𝗘𝘅𝘁𝗲𝗿𝗶𝗼𝗿

• Left side wall “bending”
• Bed 1 front wall, partial rendering done
• Garage left entry gap
• Bath wall cracks & window reveal gap
• Bed 3 wall cracks & window reveal gap
• Kitchen wall crack
• Rear patio column lean
• Rear patio slab settlements of the rear-left corner & cracks
• Dining/living wall corner crack filled
• Living window reveal gap
• West wall window reveal gaps filled
• Living wall crack
• Bed 2 wall cracks under sill
• Bed 2/garage wall corner crack filled
• Garage rear wall crack over door
• Widespread variations in mortar shades

𝟯.𝟮 𝗜𝗻𝘁𝗲𝗿𝗶𝗼𝗿

• Garage floor slab cracks & west edge slab dampness
• Hallway/toilet ceiling cornice cracks
• Hallway/bed 2 ceiling cornice crack
• Living window architrave tension gaps

𝟰.𝟬 𝗙𝗟𝗢𝗢𝗥 𝗟𝗘𝗩𝗘𝗟𝗦

*Test locations are approximate. Carpet & underlay depths varied from room to room & carpet wear affected readings.
The findings show that there have been differential settlements of the house slab. Specifically, there is visible bending of the left wall, caused by settlements of the rear and front-left corner.

𝟱.𝟬 𝗖𝗔𝗨𝗦𝗘𝗦

𝟱.𝟭 𝗦𝗶𝘁𝗲 𝘄𝗼𝗿𝗸𝘀.

In this case, it is likely that original estate development civil works resulted in placement of loose landfill on sections of the block. It is apparent that consolidation of soft/loose soils under some areas of the slab have caused settlements, floor level variations and damages.
Ground movements, and particularly differential settlements have caused the slab level variations and the damages identified.

𝟲.𝟬 𝗥𝗘𝗖𝗢𝗠𝗠𝗘𝗡𝗗𝗔𝗧𝗜𝗢𝗡𝗦

𝟲.𝟭 𝗕𝗿𝗶𝗲𝗳

The floor level variations and house damages have been caused by ground movements - particularly differential settlements. There is no urgency to do so, but assurance of stability and some reasonable correction of floor level variations would require some underpinning.

𝟲.𝟮 𝗨𝗻𝗱𝗲𝗿𝗽𝗶𝗻𝗻𝗶𝗻𝗴

We have illustrated the approximate underpinning locations (see yellow highlights on sketch), subject to the design engineer’s input.
We estimate that conventional underpinning utilizing reinforced concrete piers & headstocks would involve approximately 15 underpins.
A reasonable industry rate for underpinning would be approximately $2,500 - $3,500 per underpin location, but this may vary, subject to engineer’s design.

Establishment & general repair & clean-up costs also apply

𝟲.𝟯 𝗨𝗻𝗱𝗲𝗿𝗽𝗶𝗻𝗻𝗶𝗻𝗴 𝗖𝗼𝗻𝘁𝗿𝗮𝗰𝘁𝗼𝗿𝘀

Underpinning Contractors should be well established Registered Repair Builders who do all of the repairs and do not use subcontractors for any repair work;

𝟲.𝟰 𝗧𝘆𝗽𝗲𝘀 𝗼𝗳 𝗨𝗻𝗱𝗲𝗿𝗽𝗶𝗻𝗻𝗶𝗻𝗴

As advised...

𝙁𝙞𝙧𝙨𝙩 𝙄𝙢𝙥𝙧𝙚𝙨𝙨𝙞𝙤𝙣𝙨 𝙤𝙛𝙩𝙚𝙣 𝙡𝙞𝙚

The impression was that the house had undergone some subsidence and had some "normal" wall cracks, and it looked like it was not serious.
But our thorough investigation found that the house was not stable at all, and ongoing settlements were causing the house slab to bend in the long direction (front-to back). And it was getting worse.

𝗜𝗺𝗮𝗴𝗶𝗻𝗲 𝗶𝗳 𝘆𝗼𝘂 𝘄𝗲𝗿𝗲 𝗮 𝗵𝗼𝗺𝗲 𝗯𝘂𝘆𝗲𝗿 𝗮𝗻𝗱 𝗮𝗳𝘁𝗲𝗿 𝗺𝗼𝘃𝗶𝗻𝗴 𝗶𝗻, 𝘆𝗼𝘂 𝗳𝗼𝘂𝗻𝗱 𝘁𝗵𝗮𝘁 𝘁𝗵𝗲 𝗳𝗹𝗼𝗼𝗿 𝘄𝗮𝘀 𝘀𝗶𝗻𝗸𝗶𝗻𝗴 𝗮𝗻𝗱 𝘄𝗮𝗹𝗹 𝗰𝗿𝗮𝗰𝗸𝘀 𝘄𝗲𝗿𝗲 𝗴𝗲𝘁𝘁𝗶𝗻𝗴 𝘄𝗼𝗿𝘀𝗲 𝗮𝗻𝗱 𝘄𝗼𝗿𝘀𝗲!

𝙀𝙭𝙥𝙚𝙧𝙞𝙚𝙣𝙘𝙚𝙙 & 𝙏𝙝𝙤𝙧𝙤𝙪𝙜𝙝

Our subsidence investigations call on decades of soil testing experience. And we meticulously examine the building for gaps and cracks.

𝙁𝙡𝙤𝙤𝙧 𝙡𝙚𝙫𝙚𝙡 𝙎𝙪𝙧𝙫𝙚𝙮 – 𝙑𝙚𝙧𝙮 𝙄𝙢𝙥𝙤𝙧𝙩𝙖𝙣𝙩!

We always take a floor level survey which is Absolutely Essential for any subsidence and wall crack investigation.

Any respectable engineer subsidence report has to include a floor level survey. Without it, it is impossible to identify and interpret footing and slab movements and particularly, the severity and influence of house damages.

by Brenda Baber

Do I Need a Structural Engineer Report? Absolutely!

by Brenda Baber

SINK HOLES IN TAIGUM, HOUSE SETTLEMENTS IN KURABY & SUBSIDENCE IN MERMAID WATERS

𝙅𝙪𝙨𝙩 𝙖 𝙩𝙮𝙥𝙞𝙘𝙖𝙡 𝙙𝙖𝙮 𝙛𝙤𝙧 𝙁𝙤𝙧𝙚𝙣𝙨𝙞𝙘 𝙀𝙣𝙜𝙞𝙣𝙚𝙚𝙧𝙨.

𝗧𝗮𝗶𝗴𝘂𝗺 𝗖𝗮𝘀𝗲 - 𝗳𝗼𝗿 𝘁𝗵𝗲 𝗦𝘁𝗿𝗮𝘁𝗮 𝗠𝗮𝗻𝗮𝗴𝗲𝗿𝘀.

• A broken water pipe had caused a large sink hole to form under a townhouse driveway.
• The residents we are afraid that the driveway could collapse and that other damages might appear!
• Thank goodness that our Expert Investigation found that the slab had not been damaged.
• The damage was localized.
• So we recommended the hole could be filled and the driveway slab re-supported using either Polyurethane Resin Injection, or with hyflow cementitious grout aka "Mud-Jacking".

𝗧𝗵𝗲 𝗞𝘂𝗿𝗮𝗯𝘆 C𝗮𝘀𝗲 - 𝗳𝗼𝗿 𝘁𝗵𝗲 𝗣𝗿𝗼𝗽𝗲𝗿𝘁𝘆 𝗠𝗮𝗻𝗮𝗴𝗲𝗿.

• This older house had serious movements of the perimeter footings and the stumps under the floor.
• Most of Kuraby has highly plastic clay founding soils which can cause footings to seriously lift and settle and often "rotate" (lean).
• The footings had moved so much that the timber floor had become unstable.
• So we recommended vacating the house. And then comprehensive re-stumping & replacement of the perimeter base and footings.

𝗠𝗲𝗿𝗺𝗮𝗶𝗱 𝗪𝗮𝘁𝗲𝗿𝘀 - 𝗶𝗻𝘃𝗲𝘀𝘁𝗶𝗴𝗮𝘁𝗲𝗱 𝗳𝗼𝗿 𝘁𝗵𝗲 P𝗿𝗼𝗽𝗲𝗿𝘁𝘆 O𝘄𝗻𝗲𝗿.

• The townhouse complex is located on compressible landfill which has been slowly settling for decades.
• We identified recent cracks and gaps and serious variations in the floor levels which would be due to active settlements of the founding materials.
• We considered a number of methods for stabilizing the house footings and the only reliable one would be using conventional underpinning, possibly incorporating some steel screw piers where a water table is encountered.

𝗘𝘅𝗽𝗲𝗿𝘁 𝗦𝘁𝗿𝘂𝗰𝘁𝘂𝗿𝗮𝗹 𝗘𝗻𝗴𝗶𝗻𝗲𝗲𝗿 𝗥𝗲𝗽𝗼𝗿𝘁𝘀 𝗳𝗼𝗿 𝗦𝘁𝗿𝗮𝘁𝗮 𝗠𝗮𝗻𝗮𝗴𝗲𝗿𝘀, 𝗣𝗿𝗼𝗽𝗲𝗿𝘁𝘆 𝗢𝘄𝗻𝗲𝗿𝘀 & 𝗣𝗿𝗼𝗽𝗲𝗿𝘁𝘆 𝗠𝗮𝗻𝗮𝗴𝗲𝗿𝘀

by Brenda Baber

UNDERPINNER FREE HOME ASSESSMENT WAS WRONG

GOLD COAST HOME OWNER WAS TOLD URGENT UNDERPINNING WAS REQUIRED COSTING THOUSANDS OF DOLLARS. THANK GOODNESS HE CONTACTED FORENSIC ENGINEERS FOR AN INDEPENDENT REPORT, BECAUSE WE FOUND IT SIMPLY WAS NOT TRUE. HERE ARE SOME REPORT HIGHLIGHTS.

PROPERTY DESCRIPTION

The house comprises;

• Multi-level
• Masonry, stud & blueboard walls
• Slab on ground, suspended slab & timber floors
• Tile roof

FINDINGS

Exterior

• Garage left entry, erosion void under edge of firewall footing
• Similar slight erosion noted under edge of firewall of units 7&8
• Front storm water downpipe not vertical (as installed)
• Front wall some blueboard sheet joint edge gaps, some blueboard crack repairs
• Front driveway (old) cracks
• North wall some crack repairs
• West outdoor living roof beam joint seal split

Interior

• Garage slab cracks
• Garage & store wall cracks, ceiling (slab) fine cracks
• Family/dining (added) stud wall edge gaps
• Kitchen bulkhead some edge cracks
• Some door architrave /wall gaps
• 3rd level window reveal trim wear & some ceiling sheet edge gaps
• 2nd level laundry wall crack
• 2nd level hallway & bed 3 wall cracks

FLOOR LEVELS

*Relative zero was reset for each floor. Test locations are approximate and may be restricted by household items. Carpet wear affects readings, bathroom slabs fall to the floor waste and garage floor slabs are often finished with a fall to the door. Unit 9 (adjacent) recorded a level of -11 at the front left entry
We took levels on the floors (illustrated in mm in red highlights). There are some variations that would be "as finished" levels and also floor level variations which are likely to be associated with some slight ground movements. It is our interpretation that any floor level variations caused by ground movements are minimal, and are well within the allowed tolerances of AS 2870 appendix C and table 4.1.

CRACK CATEGORIES

Wall cracks are up to category 2 in accordance with AS2870-2011 Appendix C. Garage slab cracks are category 1 in accordance with AS2870-2011 Appendix C

CAUSES

Foundation soil movements

Our local experience indicates that the founding soils of the housing estate consist of clean landfill which was pre-consolidated prior to commencement of construction.

Although the quality density of the founding material would be certified by civil engineers as a suitable standard for high level footing construction, there can be some slight initial / normal footing settlements under applied loads which are within design tolerances.

Some landfill can also have the capacity to shrink and swell with variations in moisture content - again which is generally not significant and within design tolerances.

In this case it is likely that there has been some slight initial footing/slab settlements which caused some cracks & gaps. In addition, some current, slight footing & slab movements is likely to be a contributing factor.

Settlements, drains & erosion.

We could not identify any evidence or likelihood that the slight erosion under the garage firewall edge has caused any settlements or footing/slab instability.

Other causes of cracks & gaps

The building elements; blueboard, concrete, plasterboard & framing can undergo differential expansion and contraction with variations in temperature and humidity.

This can be exacerbated by the quality of finishing and fitments at the construction stage.

Garage floor slab cracks

The cracks in the garage floor are "plastic shrinkage cracks" which would have originated shortly after the slab was poured. The cracks occur due to concrete shrinkage as it cures and the cracks generally grow as the surface edges wear and they become more visible as they collect dirt. They are not a structural defect.

RECOMMENDATIONS

Brief

There is no evidence or likelihood of any significant movements of the footings or slabs and in particular there is no evidence that the unit 10/unit 9 garage common firewall and slab have sustained any settlements as a consequence of the erosion from the storm drain.
And there is certainly no requirement to stabilize / support the garage firewall footing and/or slab with any type of underpinning.
Repairs

• The storm drains should have sealed connections and seepage should not be allowed under the footing ot slab edges. The void can be plugged with non-shrink cementitious grout.
• The exterior blueboard sheet edge gaps can be repaired by raking out and sealing with polyurethane compound such as Sikaflex 11FC.
• Any exterior door & window frame gaps can also be sealed with SIKAFLEX 11FC or similar.
• Interior ceiling & wall cracks can be filled and painted. Use of fibreglass joint tape is recommended.
• Garage floor cracks do not require repair
• Masonry and concrete cracks can be raked out and repaired with high bond strength non-shrink cementitious grout.

PEACE OF MIND

If your house develops cracks and gaps, Do yourself a favour.
Before jumping into any kind of expensive underpinning, it is essential to get an independent engineer report to find out is it is actually necessary and if it is, then which type is the most appropriate.

HOW MUCH DOES AN ENGINEER REPORT COST?

An expert RPEQ Engineer subsidence Report from Forensic Engineers generally costs between $650 - $900 ex GST. (local service area only).

UNDERPINNER ARRANGING ENGINEER REPORTS FOR YOU

Some underpinners offer to arrange a report from their own engineer. The cost is considerably more than Forensic Engineers. And there is a huge conflict of interest. Forensic Engineers reports are 100% independent. We are not working for, or paid by an underpinner and we are certainly not trying to sell you any type of underpinning.

TALK TO US

Before committing to any type of underpinning, for peace-of-mind, contact us at Forensic Engineers for a chat and an independent opinion.

by Brenda Baber

Polyurethane Resin Injection Underpinning? Slab Lifting Required

This Gymnasium floor is out-of-level and keeps on moving.

Our Structural Engineer investigation found the building is on Brisbane River compressible river alluvial soils. And that they are constantly, gradually subsiding.

Also, flood events and saturation of the founding soils also exacerbate the subsidence.

After a thorough investigation, our RPEQ Structural Engineer Report recommended 𝗦𝘁𝗿𝘂𝗰𝘁𝘂𝗿𝗮𝗹 𝗨𝗿𝗲𝘁𝗵𝗮𝗻𝗲 𝗥𝗲𝘀𝗶𝗻 𝗴𝗿𝗼𝘂𝗻𝗱 𝘀𝘁𝗮𝗯𝗶𝗹𝗶𝘇𝗮𝘁𝗶𝗼𝗻 for re-establisment of an even floor surface.

There are a number of Companies offering Urethane Resin solutions for slab settlements and footing subsidence.

𝗧𝗵𝗲 𝗽𝗿𝗼𝗰𝗲𝘀𝘀 𝗰𝗮𝗻 𝗯𝗲 𝗮𝗺𝗮𝘇𝗶𝗻𝗴𝗹𝘆 𝗲𝗳𝗳𝗲𝗰𝘁𝗶𝘃𝗲, 𝗼𝗿 𝗶𝘁 𝗰𝗮𝗻 𝗱𝗼 𝗮𝗯𝘀𝗼𝗹𝘂𝘁𝗲𝗹𝘆 𝗻𝗼𝘁𝗵𝗶𝗻𝗴 𝗮𝘁 𝗮𝗹𝗹. Depending the type of construction and the ground conditions and most importantly, The Experience of the Company doing the work.

If you are considering Resin Injection Underpinning, it is advisable to get an independent engineer report first.

Expert RPEQ Structural Engineer Reports: Forensic Engineers.

by Brenda Baber

Which Underpinning is Best?

𝗪𝗛𝗜𝗖𝗛 𝗧𝗬𝗣𝗘 𝗢𝗙 𝗨𝗡𝗗𝗘𝗥𝗣𝗜𝗡𝗡𝗜𝗡𝗚 𝗜𝗦 𝗕𝗘𝗦𝗧?

𝙏𝙝𝙚 𝙗𝙚𝙨𝙩 𝙤𝙣𝙚 is determined is determined by

• the building type
• the ground conditions
• achievable results
• accessibility
• affordability

𝗙𝗜𝗥𝗦𝗧 𝗥𝗨𝗟𝗘 : Get an independent opinion

The different Underpinning methods, costs and achievable results are very confusing. That's where Forensic Engineers can help. Before signing up for any type of expensive underpinning, do yourself a favour and contact Forensic Engineers for an expert, independent structural engineer report. Because we are on your side.

𝗦𝗘𝗖𝗢𝗡𝗗 𝗥𝗨𝗟𝗘: 𝗪𝗵𝗶𝗰𝗵 𝗨𝗻𝗱𝗲𝗿𝗽𝗶𝗻𝗻𝗶𝗻𝗴 𝗶𝘀 𝗕𝗲𝘀𝘁 𝗳𝗼𝗿 𝗬𝗼𝘂?

• Reinforced concrete pier underpinning is the industry standard due to the practicality and long-term reliability.
• Polyurethane Resin Underpinning can be very effective for densifying and binding founding soils and lifting footings and concrete slabs. It is important that the Resins are injected throughout the soil profile layers that are causing any footing and slab settlements, and not just immediately under the footings and slab. Also, certain footing and slab designs and certain ground conditions may limit the results of Polyurethane Resin Underpinning.
• Steel screw piers have benefits where ground water and collapsible soils are encountered, as well as cases where extra deep piers are needed to find strong natural ground. 𝗧𝗵𝗲 𝗯𝗲𝘀𝘁 𝗨𝗻𝗱𝗲𝗿𝗽𝗶𝗻𝗻𝗲𝗿𝘀 have extensive experience in all types of underpinning and will install the industry standard reinforced 𝗯𝗼𝗿𝗲𝗱 𝗽𝗶𝗲𝗿𝘀, or 𝘀𝘁𝗲𝗲𝗹 𝘀𝗰𝗿𝗲𝘄 𝗽𝗶𝗲𝗿𝘀, if and when required, and at a realistic cost.
• How to choose the best underpinning company? Our advice would be to 𝙖𝙫𝙤𝙞𝙙 𝙪𝙣𝙙𝙚𝙧𝙥𝙞𝙣𝙣𝙞𝙣𝙜 𝙘𝙤𝙢𝙥𝙖𝙣𝙞𝙚𝙨 𝙬𝙞𝙩𝙝 𝙛𝙡𝙖𝙨𝙝𝙮 𝙜𝙡𝙞𝙩𝙯𝙮 𝙬𝙚𝙗𝙨𝙞𝙩𝙚𝙨 and only offer one specific type of underpinning. The best in the industry have no-frills websites which simply show their capabilities and experience. And the offer the best value for money.

𝗧𝗛𝗜𝗥𝗗 𝗥𝗨𝗟𝗘: 𝗛𝗼𝘄 𝗺𝘂𝗰𝗵 𝘀𝗵𝗼𝘂𝗹𝗱 𝘆𝗼𝘂 𝗽𝗮𝘆 𝗳𝗼𝗿 𝗮n Independent 𝗦𝘁𝗿𝘂𝗰𝘁𝘂𝗿𝗮𝗹 𝗘𝗻𝗴𝗶𝗻𝗲𝗲𝗿𝘀 Subsidence 𝗥𝗲𝗽𝗼𝗿𝘁?

The base industry cost in South-East Queensland is around $7𝟬𝟬.𝟬𝟬-$𝟵𝟬𝟬.𝟬𝟬,  depending on the house size and the property location.

Forensic Engineers have decades of Soil Testing experience, so we know what kinds of ground conditions can cause footing and slab movements. And we are 100% independent. Forensic Engineers are the subsidence and underpinning specialists, and when we inspect your home and prepare an engineer report, 𝗿𝗲𝘀𝘁 𝗮𝘀𝘀𝘂𝗿𝗲𝗱 𝘁𝗵𝗮𝘁 𝘄𝗲 𝗮𝗿𝗲 𝗼𝗻 𝘆𝗼𝘂𝗿 𝘀𝗶𝗱𝗲.

Some underpinners offer to arrange Structural Engineer Reports from their own engineers. This is a huge conflict of interest. And the underpinners charge significantly higher rates for a standard Engineer Subsidence Report.

𝙄𝙛 𝙮𝙤𝙪 𝙖𝙧𝙚 𝙘𝙤𝙣𝙨𝙞𝙙𝙚𝙧𝙞𝙣𝙜 𝙪𝙣𝙙𝙚𝙧𝙥𝙞𝙣𝙣𝙞𝙣𝙜 𝙮𝙤𝙪𝙧 𝙝𝙤𝙢𝙚, 𝙩𝙝𝙚 𝙗𝙚𝙨𝙩 𝙖𝙙𝙫𝙞𝙘𝙚 𝙞𝙨 𝙩𝙤 𝙖𝙧𝙧𝙖𝙣𝙜𝙚 𝙮𝙤𝙪𝙧 𝙤𝙬𝙣 𝙄𝙣𝙙𝙚𝙥𝙚𝙣𝙙𝙚𝙣𝙩 𝙎𝙩𝙧𝙪𝙘𝙩𝙪𝙧𝙖𝙡 𝙀𝙣𝙜𝙞𝙣𝙚𝙚𝙧 𝙍𝙚𝙥𝙤𝙧𝙩 𝙗𝙚𝙛𝙤𝙧𝙚 𝙨𝙞𝙜𝙣𝙞𝙣𝙜 𝙖𝙣𝙮 𝙘𝙤𝙣𝙩𝙧𝙖𝙘𝙩. 𝙏𝙝𝙚𝙣 𝙨𝙚𝙣𝙙 𝙩𝙝𝙚 𝙚𝙣𝙜𝙞𝙣𝙚𝙚𝙧 𝙧𝙚𝙥𝙤𝙧𝙩 𝙩𝙤 𝙖𝙩 𝙡𝙚𝙖𝙨𝙩 𝙩𝙝𝙧𝙚𝙚 𝙪𝙣𝙙𝙚𝙧𝙥𝙞𝙣𝙣𝙚𝙧𝙨 𝙛𝙤𝙧 𝙦𝙪𝙤𝙩𝙚𝙨 𝙖𝙣𝙙 𝙖𝙙𝙫𝙞𝙘𝙚.

𝗙𝗢𝗨𝗥𝗧𝗛 𝗥𝗨𝗟𝗘: 𝗔𝘃𝗼𝗶𝗱 Unnecessary 𝗨𝗻𝗱𝗲𝗿𝗽𝗶𝗻𝗻𝗶𝗻𝗴 𝗪𝗵𝗲𝗻 𝗣𝗼𝘀𝘀𝗶𝗯𝗹𝗲

In many cases, footings and slabs can be stabilized without resorting to any expensive & stressful underpinning at all. And excessive footing movements can often be reduced by following expert advice. Talk to Forensic Engineers for the best solutions!

Subsidence & wall cracks? Before jumping into expensive underpinning, contact Forensic Engineers for an expert, independent structural engineer report.

𝗘𝗡𝗗 𝗚𝗔𝗠𝗘: 𝗦𝗽𝗲𝗮𝗸 𝘁𝗼 𝘂𝘀 𝗳𝗿𝗼𝗺 𝘁𝗵𝗲 𝗴𝗲𝘁-𝗴𝗼!

Contact FORENSIC ENGINEERS for an expert RPEQ Engineer Report for subsidence, wall cracks and underpinning. 𝗕𝗲𝗰𝗮𝘂𝘀𝗲 𝘄𝗲 𝗮𝗿𝗲 𝟭𝟬𝟬% 𝗶𝗻𝗱𝗲𝗽𝗲𝗻𝗱𝗲𝗻𝘁 𝗮𝗻𝗱 𝘄𝗲 𝗮𝗿𝗲 𝗼𝗻 𝘆𝗼𝘂𝗿 𝘀𝗶𝗱𝗲.

Servicing Brisbane, the Gold Coast, and surrounds. Contact us today for a chat about about subsidence and a quote for an engineer investigation and report.

by Brenda Baber

Sink Holes, Subsidence, Voids under Footings & Slabs

by Brenda Baber

Own, Buying or Selling a House with Cracks?

by Brenda Baber