13 - Building Pathology Flashcards

1
Q

Building Pathology - Extract from Candidate Guide - Aug 2018 (updated Feb 2022)

A
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

What is settlement ?

A

Settlement is the downward movement of the ground caused by a load consolidating the soil below it or causing displacement of the soil. Settlement often refers to the downward movement of the ground around an excavated space, such as that for tunnels, shafts, or basements.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

What is sulfate attack (concrete)?

A

A reaction between the concrete and the ground bearing slab where the presence of sulphates are within the hardcore/soil or introduced via water. typically in properties between 1945 and 1970.

This creates a new compound that expands within the concrete to cause cracking.

Testing can be carried out via samples of the concrete and sub fill material.

Can take several years to come to fruition and is linked to coal mining areas.

Measures intorudced include the selection of suitable materials, inclusion of a dpm.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

What is Concrete Carbonation ?

A

Carbonic Acid affecting the ph of the concrete

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

What is the Latin for dry rot ?

A

Serpula lacrymans

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

What is the Latin for wet rot ?

A

Coniophora puteana

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

What is the measurement of the protimeter ?

A

Prongs = WME - Wood moisture equivalent

Surface reading = Measured to a depth of about 19mm and a measure from 60-999

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

What may give you false readings from a protimeter ?

A

Foil backed plasterboard

Black ash mortar - contains carbon and is highly conductive

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

Can you give me some examples of causes of movement in buildings?

A

E.g. Subsidence, Heave, Thermal/shrinkage, structural failure

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

What are the ideal conditions for dry rot to spread ?

A

Serpula lacrymans requires wood (hardwood or softwood) or other cellulosic materials as a food source. The fungus grows most rapidly on wood that has a moisture content above 30% though not saturated.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

For dry rot how far past the affected timber would you remove ?

A

BRE digest 299 suggests 300-450 mm past the affected area. Treat surrounding timber with bioside. If affected structural timber seek guidance from a structural engineer.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

Can you expand on BRE 251 ? What are the crack categories ? What are common causes of cracking ?

A

I have read bre digest 251 assessment of damage in low rise buildings. This defines cracks and assessment of cracking from level 0 a hairline cracking less than 0.1mm up to structural damage cracks greater than 25mm.

 Level 0-5 from bRE digest 251. 
 0 - Hairline crack less than 0.1mm
 1 - fine crack - up to 1mm
 2 - up to 5mm
 3 - 5-15mm
 4 - extensive damage - 15-25mm
 5 - 25mm+ structural damage
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

What is subsidence ?

A

Subsidence occurs when the soil beneath a building is unstable and sinks downward. This is not the same as ‘settlement’, which is caused by the weight of the building, but it can still have a negative impact in terms of the overall structural stability. The opposite effect of subsidence is ‘heave’, where the site upon which the building is situated moves upwards and/or sideways.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

Can you expand on what your local building stock is ?

A

Predominantly Victorian residential buildings

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

What is wall tie failure and how would you identify it ?

A
  • IDENTIFICATION — Horizontal cracking in every 5 or so brick course or in render. It’s the corrosion of old steel ties such as large fishtail. The corrosion increases the steel up to 4 times leading to the cracking.
  • REMEDY — use borescope to determine the defect is wall tie failure. Locate wall ties and isolate or removed to ensure no further damage. Install replacement stainless steel mechanical fixed ties secured with an epoxy resin if required
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

What is rot and how would you identify it ?

A
  • Dry Rot – Wood shrinks and splits into cuboidal cracks. Wood is light in weight and crumbles under fingers. Usually mycelium on the surface which is grey when wet and yellow/purple when dry. Fruiting body usually brown/red in colour. Indoors only.
  • Wet Rot – Wood shrinks and splits. Wood darkens. Mycelium grows on surface which can be white, brown, green or amber in colour. Fruiting bodies can be different colours and occurs internally or externally.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
17
Q

Can you expand on what trada tables are please ?

A

TRADA’s Span tables have been in existence for decades now, helping designer and builders quickly look up the right sized softwood members for domestic projects.

In 1991 the Span tables were paid for by government and were included within the Building Regulations.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
18
Q

What are the stages of dry rot ?

A
  • Spore
  • Hyphae
  • Mycelium
  • Fruiting Body
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
19
Q

What are the different types of common damp in buildings ?

A
  • Condensation
  • Rising damp
  • Penetrating damp
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
20
Q

How would you identity between dry and wet rot. ?

A

Dry rot is the most serious form of fungus decay in a building, spreads onto and destroys much of the timber. On the other hand, the wet rot fungus occurs more frequently but is less serious, the decay is usually detained to where the timber becomes and stays wet.

The Wet rot fungus tends to grow on porous surfaces, for example, timber with a high moisture content of around 50% while for dry rot to grow moisture of around 20% needs to be present. If left untreated wet rot can cause major structural problems as it can lead to weakened timbers.

For moisture content to be suitable for wet rot growth there has to be a source of constant moisture – this could be as a result of defective plumbing or damaged guttering. Wet rot cannot spread through masonry and will cease to grow when the source of moisture is taken away. Due to the parts of the building that tend to have the correct moisture levels, for example, underfloor areas, dry rot can often cause significant damage before the homeowner is aware that there is even a problem with dry rot in the property.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
21
Q

What are wood boring insects ?

A

A wood boring insect is a common term that covers many species of beetles that as larvae eat and destroy timbers.

Wood boring insects are usually found in areas within a property that are poorly ventilated with a high humidity such as for example a sub floor crawl space. This is usually because these conditions become perfect for the larvae to hibernate and transform into a woodworm beetle.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
22
Q

How do you use a protimeter and what are the limitations ?

A

Calibrated for timber, used to verify visual inspection cannot be relied upon.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
23
Q

What is a borescope and how do you use it ?

A

Camera to inspect, normally required to make hole to view into a cavity as an example

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
24
Q

What is limecrete ?

A

Limecrete is a mix of natural hydraulic lime (NHL5) and sharp sand. Sometimes glass fibres are mixed in to give a more durable surface.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
25
Q

What is concrete carbonation ?

A

Concrete carbonation is the result of an electrochemical reaction between carbon dioxide, moisture and calcium hydroxide that is present in cement, producing calcium carbonate. Calcium carbonate lowers the alkalinity of concrete from pH12 – 13 to around pH9. This hardens the concrete and increases its compressive strength, but at this reduced pH level the protective passivation layer surrounding the reinforcing steel begins breaks down, leaving the steel vulnerable to corrosion.

Rust (Iron oxide) has up to 6 times larger volume than the original steel, so as the steel reinforcements rust, the expansion causes the concrete to crack and spall.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
26
Q

What is ASR ?

A

Most common alkali-aggregate reaction. Concrete is highly alkaline. Water within the pores will also be alkaline. The water can react with silica in the aggregate which produces a gel which expands and causes the concrete to crack.

Identified by cracking that is bordered by a colourless gel which leads to spalling. Further testing can be carried out in labs to confirm.

For it to occur, it needs silica in the aggregate, moisture and high alkalinity. Remedies include removing the cause of moisture, remove damaged concrete. Introduce secondary reinforcement if needed.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
27
Q

Can you give me four examples of wood boring insects ?

A

COMMON FURNITURE BEETLE (WOODWORM)
3-5m long, dull brown
Lines of pits on wings
Found on or around damaged timber LATE MARCH – EARLY AUGUST (particularly warm weather.
Softwood, European hardwoods
1-2mm dia. Circular flight holes
Flight holes random orientation, mainly in direction of grain.
Bore dust, cream coloured, lemon shaped pellets.
Life cycle 2-5 years

LONG HORN BEETLE
Adult 10-12mm, black or dull brown.
Sapwood or softwoods particularly roof timbers.
South-west of London mainly surrey.
Flight holes, few large oval, 6-10mm largest dimension.
JULY to OCTOBER
Cream coloured, sausage shaped.

 DEATHWATCH 
 6-9mm long, chocolate brown 
 MARCH to JUNE 
 Bore dust, disc shaped cream pellets 
 Flight holes circular 3mm diameter 
 Mostly oak and elm (hardwoods) 

WEEVIL
3-5mm long, brownish black. Distinctive long snout.
All year around.
Flight holes, small ragged, 1mm diameter.
Decayed softwood and hardwoods in damp conditions.
Mostly found in below ground conditions.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
28
Q

Can you give me a examples of deleterious materials ?

A
  • Asbestos
  • Calcium chlorides
  • Calcium silicate bricks
  • CFC’s
  • Formaldehyde
  • Hair plaster
  • HAC (High Alumina Cement)
  • Hollow clay pot floors
  • Lead
  • Nickel sulphides
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
29
Q

What is a deleterious material ?

A

The term ‘deleterious materials’ is a broad one, encompassing not only materials that are dangerous to health or which are the causes of failures in buildings, but increasingly, materials which are environmentally damaging.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
30
Q

Difference between wet and dry rot ?

A

Dry rot can penetrate masonry, different humidity, One of the main differences between wet rot and dry rot is that wet rot needs a higher moisture content to grow. Wet rot fungus likes to grow on timber with a high moisture content of around 50% and above while for dry rot to grow it will germinate at a lower timber moisture content of around 20% to 30%.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
31
Q

What indicators would you look out for if you suspect dry rot ?

A

Dry Rot – Wood shrinks and splits into cuboidal cracks. Wood is light in weight and crumbles under fingers. Usually mycelium on the surface which is grey when wet and yellow/purple when dry. Fruiting body usually brown/red in colour. Indoors only.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
32
Q

How would you advise the client on a like for like replacement of a timber floor structure affected by dry rot, talk me through the steps.

A
  • Consider the affected area
  • Remove affected timbers
  • introduction additional ventilation
  • rapidly dry out the area
  • trat area with a pesticide - probor10
  • replaced timber if splicing go 500mm past affected areas
  • protect joist ends form moisture ingress
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
33
Q

Why is dry rot commonly referred to being more problematic than wet rot ?

A

As it can pass through masonry.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
34
Q

What typical building defects might you expect to see on a 1960s residential property?

A
  • Wood wall slabs
  • snapped headers
  • Stone defects
  • sulphate attack in concrete or chimney stack
  • damp penetration
  • timber attacks
  • lead paint
  • asbestos
  • shallow foundations to bays - differential movement
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
35
Q

Explain the different types of cracking you might expect to see on a 2-storey residential property.

A

Regular Horizontal cracking at regular intervals - wall tie failure
Stepped or diagonal cracking - Movement, location dependant
Horizontal cracking - Differential movement
Cracking larger at top than bottom - Subsidence

0 - Hairline cracks: Less than 0.1 mm in width. No repair action required.
1 - Fine cracks: Up to 1 mm in width. Generally restricted to internal wall finishes. Easily treated using normal decoration.
2 - Cracks easily filled: Up to 5 mm in width. Not necessarily visible externally, but doors and windows may require adjusting to prevent sticking. Can be masked by suitable linings.
3 - Cracks that require opening up: Widths of 5-15 mm. Weather-tightness and service pipes may be affected. External brickwork may need repointing or, in some cases, to be replaced.
4 - Extensive damage: Widths of 15-25 mm. Windows and door frames become distorted, walls lean or bulge noticeably. Requires breaking-out and replacement of wall sections.
5 – Structural damage: Widths greater than 25 mm. Beams lose their bearing, walls require shoring, and the structure is generally unstable. May require major repair works.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
36
Q

Where a property is suffering from subsidence, what type of cracking might you expect to see ?

A

Vertical, larger at the top than the bottom

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
37
Q

When investigating structural cracking to brickwork in residential/low rise property what recognised standards would you refer to assist in classifying the cracking ?

A

BRE Digest 251 - Assessment of damage in low-rise budlings - This defines the inspection and cracking sizes to reference

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
38
Q

When investigating structural cracking to brickwork caused by adjacent trees what recognised standards would you refer to assist in assessing the risk posed by the trees present?

A

BRE Digest 298 - Low-rise building foundations - the influence of trees in clay soil

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
39
Q

Give some examples of high-water demand trees.

A
Elm
 Oak
 Willow
 Poplar
 Hawthorn - NHBC
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
40
Q

What are the limitations of using a borescope to inspect the cavity of a 1960/1970s domestic dwelling?

A

You can only see a limited inspection, if the cavity has been filled your inspection will be poor

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
41
Q

What methods of remedial work are available to deal with cavity wall tie failure?

A
  • Replacement and or removal.
  • Replacement via remedial replacement resin set wall ties installed into the brick centre
  • Can also sleeve existing wall tie to limit further expansion
  • Treat existing wall ties with anti corrosion paint
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
42
Q

If a property was suffering from dry rot, what might you expect to see?

A
  • Dependant on the outbreak, a lack of ventilation. You would see damage or cuboidal cracking to the affected timber if visible then
  • Spores the dust presence of the rot
  • Hyphae 0 fine what strands
  • Mycelium - a collection of mass of hyphae
  • fruiting body - mushroom like appearance 0 dark red - releases the spores and the cycle starts again
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
43
Q

What types of wood boring inspect might you expect to find in domestic dwellings in the UK?

A
  • Common Furniture Beetle.
  • House Longhorn Beetle.
  • Deathwatch Beetle.
  • Wood Boring Weevil.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
44
Q

Are there any limitations with the use of a damp meter?

A

Design and calibrated for timber, foil backed plaster board, black ash mortar will give inaccurate readings, it should be used to back up visual identification

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
45
Q

How would you identify condensation in a property?

A

Consider the location and presence of damp, normally is low air flow/changes area, behind furniture, corners of room, near or adjacent to bathrooms and kitchens. Normally black spots.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
46
Q

Give some examples of the likely causes of penetrating damp.

A

• Slipped slates
• blocked gutters
• failed tanking systems
q

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
47
Q

What is nail fatigue ?

A

That as a roof ages the fixings which are often nails start to fail resulting in tile or slate slippage especially in windy weather conditions.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
48
Q

What is concrete carbonation ?

A

Carbonation occurs when the alkaline elements of the concrete react with carbon dioxide creating calcium carbonate which lowers the PH level of the concrete which reduces the passivity. If there is inadequate coverage, the carbon dioxide can react with the protective coating on the steel and corrode it. Levels of carbonation impacted by compaction, temperature, humidity, carbon dioxide levels.

Identify by carrying out an onsite test that will change colour when it comes into contact with high alkaline concrete.

It is remedied by removing the delaminated concrete, cleaning the re-bar and patching the concrete.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
49
Q

Explain the cause of concrete carbonation.

A

The carbon dioxide being absorbed into the concrete to cause calcium carbonate which lowers the concrete ph., which can affect the protective coating on the steel reinforcement.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
50
Q

Explain the testing procedure when testing for concrete carbonation.

A
  • The extent and depth can be confirmed using a phenolphthalein solution. Phenolphthalein solution reacts with the concrete – changes to pink if uncarbonated concrete and remains colourless on carbonated concrete
  • Carbonation depth is assessed using a solution of phenolphthalein indicator that appears pink in contact with alkaline concrete with pH values in excess of 9 and colourless at lower levels of pH
  • The test is most commonly carried out by spraying the indicator on freshly exposed surfaces of concrete broken from the structure or on split cores
  • Alternatively, the powder from drill holes can be sprayed or allowed to fall on indicator-impregnated paper or a core sample and the solution sprayed on
  • Cover meter can detect reinforcement positions, cover depth and bar diameters
  • Structural assessment may be required
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
51
Q

What is a deleterious material? – give some examples.

A
The term 'deleterious materials' is a broad one, encompassing not only materials that are dangerous to health or which are the causes of failures in buildings, but increasingly, materials which are environmentally damaging. 
•	Asbestos
•	Calcium chlorides
•	Calcium silicate bricks
•	CFC’s
•	Formaldehyde 
•	Hair plaster
•	HAC (High Alumina Cement)
•	Hollow clay pot floors
•	Lead
•	Nickel sulphides
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
52
Q

What are the symptoms you might expect to find if a concrete floor was suffering from sulphate attack?

A
  • Cracking
  • Bulging
  • Movement on the walls above or below DPC
  • Unevenness to the floor
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
53
Q

Explain why sulphates in hardcore can result in sulphate attack.

A

As they are not protected with a DPM when they comes into contact with a water source they expand and can transfer this up into the slab above

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
54
Q

Outline some of the key differences between the characteristics of brown rots and white rots.

A

Dry rot is the most serious form of fungus decay in a building, spreads onto and destroys much of the timber. On the other hand, the wet rot fungus occurs more frequently but is less serious, the decay is usually detained to where the timber becomes and stays wet.

The Wet rot fungus tends to grow on porous surfaces, for example, timber with a high moisture content of around 50% while for dry rot to grow moisture of around 20% needs to be present. If left untreated wet rot can cause major structural problems as it can lead to weakened timbers.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
55
Q

List the 4 most common insects to attack wood in buildings in the UK

A
  • Common Furniture Beetle.
  • House Longhorn Beetle.
  • Deathwatch Beetle.
  • Wood Boring Weevil.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
56
Q

Explain what tests could be made to determine is insect attack is live or historic.

A
  • Tell tale sign 1 - Small round exit holes.
  • Tell tale sign 2 - fine, powdery dust.
  • Tell tale sign 3 - Crumbly edges to boards and joists.
  • Tell tale sign 4 - Tunnels within the timber.
  • Tell tale sign 5 - Weak or damaged timbers or flooring.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
57
Q

What are the stages of woodworm ?

A
  • Adult
  • Eggs
  • Lava
  • Pupa

Adult
• The cycle begins with the mating of two beetles. Woodworm beetles only have a short lifespan as a mature adult between 10-14 days.
Eggs
• The female beetle will then lay her eggs into the cracks of the timber so that the eggs are protected and don’t become dislodged.
Larva
• After a few days, the eggs then begin to hatch and the new born larva burrow downwards into the timber producing frass – bore dust as they tunnel into the timber. This is the worm stage of an infestation.
• This is the lengthy part of the cycle, as larvae can live from anywhere between two to five years.
• During this time, the larvae will feed its way up and down through the timber (which can lead to structural damage).
• This is also the part of the cycle when woodworm can be detected through the frass being produced. The frass can help us identify the species of woodworm and confirm the woodworm infestation is active.
Pupa
• The woodworm’s lifecycle is almost at an end now. The larvae form a pupal chamber where it ‘pupates’ and changes from the larva into an adult beetle just below the surface of the wood.
• Adult Beetle emerges
• These now adult beetles will eat their way through the timber to create exit holes which can be seen on the surface of the timber. From here the beetles will ‘flee the nest’ and start the whole process again.
• Visit our woodworm page to find out more about these tiny creatures and how we can treat the damage they cause to your home if left untreated.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
58
Q

What is BRE Digest 251 ?

A
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
59
Q

What is BRE Digest 298 ?

A
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
60
Q

What is BRE Digest 329 ?

A
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
61
Q

What is BRE Digest 401 ?

A
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
62
Q

What are the repair options for cavity wall tie failure ?

A
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
63
Q

Can you give me some examples of high water demand trees ?

A
  • Elm
  • Hawthorn
  • Oak
  • Poplar
  • Willow
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
64
Q

What is Regents street disease ?

A

Occurs in steel framed buildings with covering masonry or stone. Often found in early 20th century buildings. The porous cladding allows moisture to come into contact with the steel which then corrodes, expands and causing cracking to the facing around the steel frame.
Repairs can include removal of the facework, clean the steel work, apply protective paint. OR Cathodic protection whereby a current is passed through. It does not make good existing corrosion but prevents continuation of process

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
65
Q

What is High Alumina Cement ?

A

Defect around 1954-1974. HAC gives high early strength and was originally used in maritime construction. Found in Pre stressed concrete beams. The mineralogical changes increases porosity and reduces resistance to chemical attack. Identified by friable concrete that can turn brown.No real repair solution. Defects include chemical attack causing cracking and blowing of concrete. If you suspect HAC, arrange for lab testing of samples

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
66
Q

What is concrete Carbonation ?

A
  • Carbonation occurs when the alkaline elements of the concrete react with carbon dioxide creating calcium carbonate which lowers the PH level of the concrete which reduces the passivity. If there is inadequate coverage, the carbon dioxide can react with the protective coating on the steel and corrode it. Levels of carbonation impacted by compaction, temperature, humidity, carbon dioxide levels.
  • Identify by carrying out an onsite test that will change colour when it comes into contact with high alkaline concrete.
  • It is remedied by removing the delaminated concrete, cleaning the re-bar and patching the concrete.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
67
Q

What is Chloride Attack ?

A
  • Calcium chloride additive was used as an accelerator until it was banned in 1977. The additive reduces the passivity of concrete in damp conditions which leads to corrosion of localised pitting of rebar. The calcium chloride increase the conductivity of the concrete and speed of reaction. Eventually, it will cause the rebar to corrode and expand. Chlorides are also found in poorly washed marine aggregates or being exposed to icing salts or sea water. The chloride is absorbed into the body of the concrete.
  • Identified by noting rust staining and delamination of concrete. Examining the rebar will show localised breakdown where there is pitting.
  • Can carry out localised repairs however, if the chlorides are in the body of the concrete, it will continue to deteriorate. Better solution which costs more is cathodic protection where an external anode is connected to the metal and the passage of the current stops corrosion.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
68
Q

What is Alkali Silica Reaction ?

A
  • Most common alkali-aggregate reaction. Concrete is highly alkaline. Water within the pores will also be alkaline. The water can react with silica in the aggregate which produces a gel which expands and causes the concrete to crack.
  • Identified by cracking that is bordered by a colourless gel which leads to spalling. Further testing can be carried out in labs to confirm.
  • For it to occur, it needs silica in the aggregate, moisture and high alkalinity. Remedies include removing the cause of moisture, remove damaged concrete. Introduce secondary reinforcement if needed.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
69
Q

What is Sulphate Attack ?

A
  • Chemical reaction affecting concrete causing it to expand and crack. This is due to penetration of sulphates into the concrete from external sources such as rainwater or the materials mixed in.
  • Can lead to large cracks and potential heave.
  • Remedy is to break out and replace the concrete.
  • Generally occurs in houses built between 45-70’s in areas with mining or close to the sea. Occurs as soon as concrete comes into contact with moisture with sulphate but the cracks vary in the time they show up, depends on factors such as slab thickness, moisture content etc.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
70
Q

What concrete tests can be carried out ?

A
  • BRE444
  • Hammer testing
  • Visual inspection
  • Magnet cover testing
  • Phenolphthalein test
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
71
Q

What are common defects associated with flat roofs and what are the remedies ?

A
  • Crazing - Surface crazing caused by lack of protection from UV exposure. No treatment is required if in small localised patches but should be monitored.
  • Ponding - If the gradient is not sufficient and there are dips in the roof finish, it can lead to pools of water. It can lead to water ingress if there is a gap in the roof finish.
  • Thermal Movement
  • Cracks and splits can occur when there is thermal movement between the substrate and membrane. Usually requires localised repair to the area around the crack.
  • Blistering - Caused when water vapour beneath the roof finish increases. The source of moisture should be traced and the blister opened and allowed to dry before patch repairing.
  • Flashing and Falls around openings- Defective lead from deterioration or poor workmanship around openings causing water ingress. Depending on the issue with the lead, there are different repairs.
  • People - Punctures caused by people from impact damage.
  • Cracks and tears along the line of joists - Caused by thermal movement or saturation of insulation or sagging decking. Repaired by cutting felt back and allowing it to dry before patching over.”
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
72
Q

What methods are you familiar with to assess flat roof defects ?

A

Firstly, visually inspect the roof for any defects and then use a thermographic camera to identify colder areas that may identify areas of leaks.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
73
Q

What should you consider when deciding whether to repair or replace a flat roof ?

A

The extent of the defect, when the existing roof was recovered, the approximate life span, the cost, timing, clients intentions for the building

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
74
Q

What are the possible causes of sagging roof ridges and possible secondary problems ?

A

Decay to the timber forming the structure, inadequate supports or alterations carried out to the structure. Change of roof coverings. Secondary problems may be slipped tiles or opening joints at the ridge allowing water ingress.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
75
Q

What is a deleterious material ?

A

Any material that is harmful to health, safety, environment, not suitable for their purpose or pose a risk for where it is used.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
76
Q

Name and describe some deleterious materials.

A
  • Asbestos – Fiberous material used for a variety of reasons from roof sheets to insulation and fire stopping. It is carcinogenic and needs to be removed if there is a risk of release of fibres.
  • Lead – Risk of lead poisoning when used for pipes or paint. Contaminates drinking water and risk of inhalation of paint dust or potentially ingested when children chew on painted products.
  • Machine Made Mineral Fibres – Potential Carcinogenic. The evidence leads to show there is a high risk and should be treated as such but has not yet been proved.
  • Wood Wool Slabs – When used as permanent shuttering for concrete, it may lead to grout loss and inadequate coverage of steels which leads to inadequate fire protection. If used for roof decking, it is not considered deleterious.
  • Calcium Silicate Bricks – Shrinks after construction with further movement from wetting. Thermal movement more likely than with clay bricks. Construction details must allow for movement and if designed and used correctly, performs well.
  • High Alumina Cement – Gives high early strength and used in maritime buildings. Porosity is increased and resistance to chemical attack is reduced. Where water and chemicals are present in the mix, it can lead to the concrete becoming friable and lead to loss of strength.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
77
Q

Are calcium silicate bricks deleterious ?

A

The concern comes from the potential for movement that have given calcium silicate bricks the label of deleterious otherwise the bricks actually increase in strength when exposed to atmospheric carbon dioxide although does shrink it too. In highly polluted areas, sulphur dioxide in damp conditions causes the calcium silicate to decompose to form a gypsum crust.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
78
Q

How would you recognise High Alumina Cement and in what condition would you expect to find it ?

A

Used in buildings between 1954 and 1974. Precast pre-stressed concrete beams particularly in maritime buildings. Leaves concrete friable and sometimes browns it. Usually found in roof beams.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
79
Q

Wood wool slabs are deleterious materials. Explain why and where their use would be acceptable.

A

When used as permanent shuttering for concrete, it may lead to grout loss, honeycombing or voids which can reduce fire resistance, corrosion protection and loss of strength. It is adequate for use in flat roof decking.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
80
Q

What is damp ?

A

A building is considered damp if moisture becomes visible through discoloration of finishes or causes mould growth, sulphate attack, frost damage or puddles and drips.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
81
Q

How can you test for damp ?

A

Speedy carbide meter or protimeter.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
82
Q

What are the types of damp ?

A
  • Penetrating
  • Rising
  • Condensation ( + interstitial condensation)
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
83
Q

What is a protimeter / moisture meter ?

A

Measures the electrical resistance between two electrodes. Generally used for moisture in wood.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
84
Q

What is a speedy carbide meter ?

A

Measures moisture in masonry through adding masonry dust into a container with calcium carbide which releases a gas in proportion to the moisture present.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
85
Q

What are three remedies for rising damp ?

A

It is caused by a lack/failure of DPC or bridging. The remedies can be injecting DPC, removing the cause of bridging which may involve reducing the ground level.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
86
Q

How would you identify penetrating damp? What are the causes? How would you remedy it ?

A

Identify what the building is exposed to. Is there a leak, overflowing gutter etc. Identified by discolouration or damp patches which can darken and grow if left for long time. Remedies can be unblocking a gutter, fixing roof tiles, flashing, faulty pointing, lack of dpc below the parapet.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
87
Q

What is cold bridging ?

A

A cold bridge is created when poor thermal insulators come into contact allowing heat to flow through the path. E.g. at the junction of a concrete slab and external walls.

88
Q

How would you identify condensation? What are the remedial measures ?

A

Generally occurs in top corners of rooms where warm air rises and collects and due to the change in temperature, the warm air releases vapour onto the colder surface. It is an issue in poorly vented and cold buildings where there is high moisture volume. It can be remedied by venting the property better and maintaining regular internal temperature.

89
Q

How long would you leave brick/plaster to dry out before commencing work ?

A

Generally should be left for 3-4 months but this is not practical.

90
Q

Discolouration at 450x900mm centres in grid formation? What is the remedy ?

A

Lateral damp ingress from defected cavity ties. Due to mortar dropping onto the cavity tie which allows moisture to penetrate through the brick. Remedy is to remove the wall tie and replace it.

91
Q

How would you tell the difference between rising damp and condensation with a moisture meter ?

A

Rising damp generally only occurs to the bottom 1m of the wall. Test the moisture in the wall at 300mm intervals. If it is closer to the ceiling, odds are that it is condensation particularly if there is a mildew on the surface.

92
Q

What are the different ways moisture could enter the building ? How would you differentiate between the types ?

A
  • Penetrating – Enters via a porous bridge transferring moisture through capillary action or there might be a hole in the building fabric.
  • Rising – Moisture rising up from the ground through capillary action normally up to 1m high with tide marks. Usually from bridging of DPC or lack/failure of DPC.
  • Condensation – Warm moist air comes into contact with cold surfaces which releases the moisture. Generally at high level.
93
Q

When was DPC made compulsory ?

A

1875

94
Q

You are inspecting a building and identify several cracks in the external wall. Take me through your thought process.

A

Firstly, what is the building made from and what is the construction method? Are there local factors such as trees or high water tables? Have any alterations been carried out? Are there any nearby drains where the cracking is. What is the age of the building?

95
Q

What other sorts of cracks would you expect to see on a brick building and what might have caused them?

A
  • Subsidence – shrinkage of clay
  • Heave – saturated clay
  • Settlement – Movement from increased load.
  • Differential settlement – when parts of a building are constructed off different foundations or the ground has different soils, they move at different speeds.
  • Lintel failure – Usually leads to triangular cracking to the brickwork above the window to drop.
  • Internal alterations – drying of timbers or installation of steel beams without consideration of impact.
96
Q

What size cracks are of concern ?

A
  • BRE Digest 251
  • Up to 2mm – very slight/aesthetic
  • 2-5mm – slight / aesthetic
  • 5-15mm – moderate/ serviceable
  • 15-20mm – severe/ serviceable
  • Over 25mm – very severe / stability issues”
97
Q

Cracks between the bay window and main wall. What are the causes and remedies ?

A

General rule of thumb is that it is caused by differential settlement due to different foundation types. It could also be because windows were swapped and the new window is not strengthened and causes the bay to drop.

98
Q

What types of soil is susceptible to heave and what are the possible causes ?

A

Cohesive soils such as clay. Could be because of trees or high water table, leaking drains etc.

99
Q

What are the types of timber defects ?

A
  • Insect attack
  • Dry rot
  • Wet rot
  • Structural defects
100
Q

Describe the different types of rot and how you would recognise them ?

A

Dry Rot – Wood shrinks and splits into cuboidal cracks. Wood is light in weight and crumbles under fingers. Usually mycelium on the surface which is grey when wet and yellow/purple when dry. Fruiting body usually brown/red in colour. Indoors only.

Wet Rot – Wood shrinks and splits. Wood darkens. Mycelium grows on surface which can be white, brown, green or amber in colour. Fruiting bodies can be different colours and occurs internally or externally.

101
Q

What are the remedial measures to dry/wet rot ?

A
  • Locate and remove the source of moisture and dry out the timber
  • Remove rotten wood plus 450mm
  • Apply fungicidal fluid and strengthen joists if required
102
Q

What is the moisture content needed for Dry and Wet Rot ?

A
  • 50-60% for Wet Rot. Will not survive below 44%.

* 25% for dry rot

103
Q

Ends of the joists in a timber floor built in an external wall have been seriously affected by dry rot. How will you recognise this type of rot and what action would you take to resolve the problem ?

A
  • Features include shrunken wood with cuboidal shapes. Cotton wool type mycelium on the surface. Timber crumbles under finger. Fruiting bodies are red/brown in colour and pancake shaped.
  • Identify the rot and where it is at its worst. Remove the cause and strengthen the joists as required or fully replace. If the dry rot has passed through the masonry, this will need sterilisation too.
104
Q

Explain the life cycle of rot.

A
  • Spores – with dry rot, it is a fine orange brown dust. The spores activate when in contact with timber.
  • Hyphae – Timber and moisture are present, the spores will produce fine white strands which allows the rot to grow by feeding on timber.
  • Mycelium – Hyphae mass is known as mycelium. It grows on various materials and over vast distances which allows it to progressively destroy the structural timber.
  • Fruiting Body – Mushroom like form pumps spores into the air which is transferred by air currents and germinates it to create a new attack. Repeat the process
105
Q

Name some common insects known to attack timber. What remedial methods are available? How long do these remedial methods last ?

A
  • Category A (insecticidal treatment) – common furniture beetle, death watch, house longhorn beetle.
  • Category B (treatment of rotten area only) – wood boring weebills.
  • Category C (No treatment required) Bark borers
  • Remedial methods – study flight holes to identify beetles and determine if it is still active or dormant. Apply boron based treatment to affected areas
106
Q

How do you identify the presence of woodworm ?

A

Holes in wooden item with frass around the holes. Typically 1-1.5mm holes.

107
Q

How do woodworms affect timber in buildings ?

A

Adult beetles lay eggs on the timber. The grubs feed on the timber, hatch into beetles which breed, lay eggs and the process repeats.

108
Q

What is a woodworm infestation likely to indicate ?

A

Most woodworm requires high moisture. May indicate an issue with the structure and damp.

109
Q

How is a woodworm infestation treated ?

A

Chemical insecticides. Resolve damp issue as damp wood may be re-infected

110
Q

What is the lifecycle of a common furniture beetle ?

A
  • Furniture beetles and longhorn – 2-5 years

* Death-watch beetle – up to 10 years

111
Q

Deflected timber floor in early 19th Century building. What methods are available to deal with this if the client requires a level floor ?

A

Confirm why the floor is deflecting. Notching to joists, not adequate for spans? Inadequate support? Can the issue be remedied without destroying the floor? Supplement the joists, overboard or remove it and replace.

112
Q

A newly cast reinforced concrete slab is exhibiting crazing and cracking on its surface. What are the causes ?

A

Poor or inadequate curing – environmental conditions being conducive to evaporation and lack of protection. If the mixture is too wet or excessive floating which causes aggregate to sink, the cement paste on top will start to crack.

113
Q

Name the three types of asbestos and examples of where they are found.

A
  • Chrysolite – most common asbestos in buildings. Corrugated asbestos cement sheets.
  • Amosite – found in fire retardant materials
  • Crocidolite – pipe insulation, plastics, cement products.
114
Q

What are nickel sulphide inclusions ?

A

Occurs in glass production. Microscopic imperfections in the glass. When the glass is tempered, the nickel sulphide inclusions do not return to the normal low-temp state for several years and expands in the process which can cause cracks with no obvious cause.

115
Q

What else may have caused glazing to crack if it wasn’t nickel sulphide inclusions ?

A

Structural movement above/below causing the frame to move or distort.

116
Q

You find a leak at high level on the 1st floor of a 2 storey building with traditional cavity wall construction. What processes would you go through to assess the cause? What might have caused the defect ?

A

Inspect the property to identify what may be allowing the water into the wall, overflowing gutter, hole in the roof, Defective pointing. Look internally to identify any other potential damp patches. Investigate the history of the leak, new or old? Assess the roof conditions

117
Q

How does cavity wall tile failure present itself ? How would you fix it ?

A

Horizontal cracking every 5 or so brick courses. Corrosion of old steel ties causes the cracks.
Remedy – use a borescope to determine the defect. Locate the wall ties and isolate and remove. Install replacement stainless steel mechanically fixed ties.

118
Q

What is nail fatigue ?

A

Common with slates or tiles. Nails have rusted and expanded which cracks the tile allowing them to slip. Generally, if one nail has failed, several are likely to fail too.

119
Q

What would be the associated problems and defects with a “crinkly tin” shed approximately 15 years old? What defects might you find with profiled steel cladding ?

A
  • Plastisol degradation
  • Cut edge corrosion
  • Defective fastenings
120
Q

What are the stages of plastisol degradation ?

A

Loss in colour, caulking and delamination

121
Q

Why does cut edge corrosion occur ? What can happen if it is not treated ? How can it be remediated ?

A

When cut edge of coated metal are exposed to elements, delamination may occur in the form of peel back of factory coating. The unprotected metal then rusts and corrodes. Can be remedied by applying a silicone paint. If the corrosion is bad, may be better to replace the panel.

122
Q

What coatings are usually found on sheet metal ? How can it break down ?

A

Plastisol is a PVC coating. Usually has a leather effect. Or use PVF2 which is a thinner material with a smooth finish. These are both effected by temperature, UV exposure which can lead to caulking and delamination.

123
Q

What is Japanese knotweed ?

A

Herbaceous perennial plant.

124
Q

What does Japanese knotweed look like ?

A

Hallow stems with raised nodes. Similar appearance to bamboo. Can reach 3-4m per year. Broad leaves with small white flowers

125
Q

Why is Japanese Knotweed and issue ?

A

Invasive species which forms thick colonies that crowd and kill over species. Extend 7m horizontally and 3m deep making excavations difficult. Plant is resilient to normal weed killers and cutting. Needs herbicide application to kill it over a period of months.

126
Q

What legal restrictions are there in dealing with knotweed ?

A

Offence to plant or grow it. Illegal to cause spread. Classed as controlled waste and requires a licence to dispose at licensed sites.

127
Q

How should it be dealt with ?

A

Injected with herbicide or excavated with the roots and disposed.

128
Q

What are common causes of stone deterioration and what remedial measures would you suggest ?

A
  • Inherent characteristics – some stones have layers with different erosion rates. Small cracks in the stone can cause problems.
  • Salt crystallisation – salts in solutions pass into the stonework. As the stone dries, the salt crystallises which expands and blows the stone. Damage usually shows ass a powder on surface but can split the stone.
  • Frost Attack – General freeze thaw particularly if the stone has large pores.
  • Incorrect bedding – Stones should be laid in natural bedding position as it is stronger like this. If laid vertically, the layers are vertical making them more vulnerable to damage.
  • Incorrect pointing – inappropriate mortar mixes can cause issues with the mortar and stone. If it is too strong, the mortar will crack with movement or shrinkage which may allow water penetration. Strong mortar may also prevent moisture evaporating out and will instead go through the stone and potentially cause salt crystallisation.
  • Expansion of Metal – Iron and steel cramps have been used as fixings for stone. When they rust, they expand and can fracture the stone
129
Q

What typical defects are found in 60’s/70’s commercial buildings ?

A
  • Asbestos
  • Concrete defects
  • Cold roof
  • Wood wool slabs
130
Q

What typical defects are associated with Victorian terraced houses ?

A
  • Failed on lack of DPC
  • Insufficient foundations
  • Poor ventilation to floor voids
  • Damp penetration
  • Lead pipework.
131
Q

What kind of defects did you find in industrial buildings ?

A
  • Cut edge corrosion
  • Plastisol degradation
  • Asbestos use in insulation
132
Q

What are the causes of staining to chimney breasts and the remedial work required ?

A
  • Sulphate attack
  • Defective flashing
  • Removal of stack below
133
Q

What are the likely causes of a leaning chimney breasts and what are the remedial works ?

A

Erosion, acid attack, salt crystallisation could all cause the stack to lean. BRE Guide states any lean of the stack of more than 1 in 100mm is unsafe. Consider lining the flue with a liner and replace broken bricks and pots. Relaunch the top if needed. Worst case scenario rebuild the stack.

134
Q

Name some typical defects of a Georgian building (1700’s) ?

A
  • Water paths through parapets, hidden valleys and gutters
  • Springy floors resulting from decaying timber floor joists. mainly caused by poor cross-ventilation. heel drop test to test the springy floor.
  • Rotten or stuck sash windows
  • Blocked internal gutters.
  • Damp penetration in solid walls
  • Corroded cast iron railings bursting stonework
  • Bowed brick walls, caused by the practice of lightly bonding high-quality facing bricks in with poorer quality bricks of the main wall, unbonded party walls and front walls and decaying coursed timbers buried in walls
  • Failure in roof trusses caused when roof ties rot and begin to spread. Dislodged joists and ridges caused by bomb blast damage.
  • Leaning chimneys/over-tall stacks/damp penetration via stacks
  • Perforated lead work or splitting caused by over-beating or poor maintenance
  • Missing or badly altered load-bearing timber partitions
  • Damp basements
  • Failure of timber lintels
  • Poorly applied or painted stucco limiting water evaporation from walls
  • Downpipes decanting on to lower roofs from roofs above, causing temporary flooding in heavy rainfall
135
Q

Name some typical defects of a Victorian 1800’s (1837 – 1901) ?

A
  • Blocked air vents to ground floors, causing dry rot
  • Failed or lack of damp proof course – rising dampness, penetrating damp, efflorescence on plaster, decay to skirtings
  • Delamination of brick skins – bulging of brickwork
  • Over notching of floor joists for retrofit of services – deflection of floors, reduction in load bearing capacity
  • Poorly fitting sash windows, risk of decay within window reveals, water penetration beneath sub-sills, draughty or dangerous operation, decay in concealed areas, lack of security
  • Roof covered with concrete interlocking tiles – overloading of roof structure, bowing of rafters and purlins, roof spread
  • Settlement of bay windows – internal cosmetic damage, distortion in load-bearing elements
  • Wall tie failure (particularly in black ash mortar)
  • Heave or subsidence of shallow foundations
  • Nail sickness – ferrous nails corroded
136
Q

Name some typical defects of a Edwardian 1900 – 1920’s ?

A

Blocked air vents to ground floors, causing dry rot
• Failed or lack of damp proof course – rising dampness, penetrating damp, efflorescence on plaster, decay to skirtings
• Delamination of brick skins – bulging of brickwork
• Over notching of floor joists for retrofit of services – deflection of floors, reduction in load bearing capacity
• Poorly fitting sash windows, risk of decay within window reveals, water penetration beneath sub-sills, draughty or dangerous operation, decay in concealed areas, lack of security
• Roof covered with concrete interlocking tiles – overloading of roof structure, bowing of rafters and purlins, roof spread
• Settlement of bay windows – internal cosmetic damage, distortion in load-bearing elements
• Wall tie failure (particularly in black ash mortar)
• Heave or subsidence of shallow foundations
• Nail sickness – ferrous nails corroded

137
Q

What is concrete carbonation ?

A

Carbonation occurs due to the ingress of atmospheric carbon dioxide reacting with water within the concrete, which forms carbonic acid that neutralises concrete alkalinity
This breaks down the passive layer around the reinforcement causing it to corrode due to the presence of water and oxygen. This happens at a slow rate (progressive)
Carbonation is more of a concern where there is poor or shallow cover over the steel reinforcement, or the concrete is poorly compacted
Carbonation is more rapid in porous concrete with low cement content and concrete with high water to cement ratio

138
Q

How would you identify concrete carbonation ?

A
  • Occurs to reinforced concrete buildings and structures – it is inevitable
  • Fine cracks appear in the concrete causing the reinforcement to corrode
  • Hairline cracks appear along the reinforcement line
  • The reinforcement expands due to the rusting
  • Concrete spalls and cracks exposing the reinforcement
139
Q

What is the testing for concrete carbonation ?

A
  • The extent and depth can be confirmed using a phenolphthalein solution
  • Phenolphthalein solution reacts with the concrete – changes to pink if uncarbonated concrete and remains colourless on carbonated concrete
  • Carbonation depth is assessed using a solution of phenolphthalein indicator that appears pink in contact with alkaline concrete with pH values in excess of 9 and colourless at lower levels of pH
  • The test is most commonly carried out by spraying the indicator on freshly exposed surfaces of concrete broken from the structure or on split cores
  • Alternatively, the powder from drill holes can be sprayed or allowed to fall on indicator-impregnated paper or a core sample and the solution sprayed on
  • Cover meter can detect reinforcement positions, cover depth and bar diameters
  • Structural assessment may be required
140
Q

What are the remedial measures for concrete carbonation ?

A
  • Replacement – this involves removing defective concrete and cutting out the reinforcement to damaged members. New reinforcement is fixed but welding to existing and new concrete is cast. This is the simplest method and completed by specialist contractors.
  • Gunting – a propriety process in which fine concrete is sprayed onto a concrete surface under repair of high velocity.
  • Coating – coatings, sealants and membranes can be effective in reducing the carbonation process. however, if chloride is present at rebar depth then the coating will not prevent carbonation.
  • Electrochemical re-alkalisation – the cathodic reaction around rebars produce hydroxyl ions. The steel cathodes also attack alkali metal ions towards its surface, so high alkalinity is restored around rebar. A temporary anode (steel mesh) is attached to concrete, the electrolyte penetrates the concrete and raises the alkalinity at the cover. An anti-carbonation coating is applied.
  • Cathodic protection – this is a permanent and very expensive technique. an anode system (coating or mesh) are sprayed or fixed to the whole surface of concrete. A current is applied which passes to the reinforcement, which is then made cathode preventing corrosion of the reinforcement.
141
Q

What is HAC High alumina cement ?

A

High Alumina Cement was used in the production of pre-cast concrete sections. This has very high strength at an early stage, however, loses strength as it ages and is susceptible to chemical attack in damp conditions.

Introduced in 1925, cement producer Lafarge commenced the UK manufacture of High Alumina Cement to provide concrete that would resist chemical attack, particularly for marine applications.Used in the UK from 1950-1976 in the manufacture of pre-stressed concrete beams

142
Q

When was HAC banned ?

A

HAC concrete was banned in 1976 for structural use although new uses are now becoming established under the name Calcium Aluminate Cement (CAC).

143
Q

What are the problems with HAC ?

A

HAC concrete undergoes a mineralogical change known as conversion. During this process the concrete increases in porosity which in turn results in a loss of strength and reduction in resistance to chemical attack. The higher the temperature during the casting of the concrete the more quickly conversion takes place.

144
Q

Remedial measures for HAC ?

A
  • An investigation should be undertaken consisting:
  • Sample testing
  • Collect details of construction materials used – the local authorities hold records of HAC buildings
  • If the strength has been reduced – reduce the live loads or strengthen
  • In the case of reinforcement corrosion – localised repairs can slow further deterioration
145
Q

What is sulphate attack ?

A
  • Sulphate attack can cause serious damage to brickwork and concrete by creating expansive force that are, or can be, sufficient to disrupt mortar and create significant expansion, bowing and cracking of concrete floor slabs together with related collateral damage.
  • In some subsoil there can be a problem with sulphate attack. It occurs when the fill material (hardcore) beneath the slab contains sulphates and these migrate into the concrete. The sulphates react with the concrete causing it to expand.
  • Calcium, magnesium and sodium sulphates occur naturally in some clays and other sub soils
  • The sulphates dissolve in the groundwater and permeate the concrete.
  • This leads to an aggressive chemical reaction between the sulphates in solution and one of the chemicals in the cement.
  • The resulting compound expands rapidly as it forms and this can crack the foundation concrete.
  • If sulphate attack is a possibility it is wise to use sulphate resisting cement.
146
Q

Identification of sulphate attack ?

A
  • Located in brickwork, blockwork, render and concrete.
  • Heave in concrete slabs and displacement of adjacent masonry
  • In dwellings with timber floors, the sleeper walls may become displaced causing deflection in floors
  • Cracking
  • Spalling
  • Loss of strength
  • Increase surface area for further attack
  • Friable
  • Edges and corners susceptible
  • Upwards bowing coupled with map pattern cracking and possibly displacement of brickwork at slab level are common indicators. Visual indicators of affected concrete may be the existence of flaky or crumbly concrete
147
Q

Causes of sulphate attack ?

A

Must be a high level of water-soluble sulphates within the adjacent ground. To affect concrete buried in the ground, the concrete must be of low density and there must be a large amount of moisture movement through the concrete. Common cause is contaminated hardcore beneath the concrete floor slab. The sulphates become mobile due to a broken drain or high-water table.
The process of sulphate attack is:
• sulphate enters concrete (solution form)
• water evaporates leaving the sulphates
• sulphates react with calcium hydroxide and calcium aluminates causing expansion
• the concrete deteriorates causing cracking and heave

148
Q

What is Sulphate attack testing ?

A
  • BS 1881-124:2015 provides method of testing concrete samples
  • Assuming that concrete contains 15% by mass of cement, sulphate content can be expressed as a percentage of the mass of cement with anything over 5% likely to be harmful. In severe cases, 10-15% has been identified.
  • Visual indicators of affected concrete may be the existence of a flaky or crumbly concrete and in the case of thaumasite, a white mush.
149
Q

Remedial measures for sulphate attack ?

A
  • Remove affected concrete and start again with DPM
  • Remediate the ground
  • Investigate sulphate levels
150
Q

What is Alkali silika reaction ?

A

Occurs where the chemical within the cement react with silica (in aggregates), forms a gel substance which absorbs water and expands creating cracks where water can enter. Further cracking may occur as a result of water freezing within the cracks.
• Cracking
• Small pop outs
• Map cracking
• Tensile strength reduced
• Gel absorbs water causing further cracking
• Cracks run parallel to reinforcement bars

151
Q

What are the ASK remedial measures ?

A
  • Remove one of the following and ASR will not take place:
  • Critical silica in aggregate
  • Sufficient moisture
  • High alkalinity
  • Use low alkali cement and avoid use of chemically reactive aggregates
  • Consider complete replacement of an ASR affected section to maintain integrity and safety
152
Q

What is Chloride attack ? (salts)

A
  • Chlorides may either ingress (from penetration of de-icing salts) or cast insitu as sea dredged aggregates or calcium chloride additive.
  • Chloride ions attack the reinforcement can cause:
  • In certain circumstances ‘pitting’ corrosion can occur – when the steel is effectively eaten away without the formation of expansive rust
  • Corrosion of steel reinforcement is localised compared to carbonation and much more rapid.
  • Spalling of concrete
  • Significant loss of cross-sectional area
  • Pit in bar surface – rebars could be completely eaten away
  • Visual sign of cracking and spalling following expansive rusting
153
Q

Tests for chloride attack ?

A
  • Removal of cores for analysis in the lab
  • Petrographic analysis
  • Drilling dust, disregard 5mm
  • Profile grinder to remove dust
154
Q

Remedial measured for chloride attack ?

A
  • Cathodic protection
  • Corrosion inhibitors
  • Epoxy resin repairs
155
Q

What is rising damp ?

A

Upward movement of moisture through permeable building materials such as brick by capillary action. It rises up the wall often to a height no more than 1.5m and usually leaves a characteristic horizontal tide mark.

156
Q

What are the symptoms of rising damp ?

A
  • Damp patches
  • Peeling and blistering of wall finishes
  • Tide mark up to 1.5m above floor level
  • Sulphate action
  • Corrosion of edge beads
  • Musty smell
  • Condensation / mould growth
  • Rotting timbers – skirting boards, frames, linings and doors
  • Hydroscopic salts (nitrates and chlorides from ground water) absorb moisture which can be dissolved and moved to the surface of a material and cause extensive staining and disruption of finishes.
157
Q

What are the causes of rising damp ?

A
  • Failure of DPC
  • DPC bridged – raised external soil levels or pathways of rubbish / debris
  • Mortar droppings within cavity
  • DPC not laid correctly – lap minimum 150mm
  • If suspended timber floor has been replaced by a solid floor, check for a difference in level of DPC’s
  • Rain penetration
  • Leaking gutters
  • Plumbing defect
  • Persistent spillages
  • Water trapped in building fabric
158
Q

Remedial measures for rising damp ?

A

Resolve all water ingress – gutter, leaks etc.
• Let the building dry naturally – promote ventilation
• Hack-off and remove affected plaster area internally
• Re-plaster (using renovation plaster) and redecorate. Renovation plaster stops salts and controls damp passing through the walls
• Ensure all timbers are replaced as required
• If the DPC is damaged – renew

159
Q

What is penetrating damp ?

A

Penetrating damp (or moisture ingress horizontally through the wall fabric) is an issue that can affect all buildings. Defined as roughly circular area on internal fabrics.

160
Q

Remediation for penetrating damp ?

A

Fix the specific issue relating to the water ingress.

161
Q

What is condensation ?

A

Moisture in the air (water vapour) is held in high temperature air and when it comes into contact with a cold surface it is cooled, and excess vapour condenses (dew point).

162
Q

Signs of Condensation ?

A
  • Coldest internal surfaces - external walls, corners, windows, wall/floor junctions, lintels and window reveals.
  • Water droplets on glazing
  • Rooms with a lot of water vapour
  • Concentrates in areas where air movement is restricted.
  • ‘Black spots’ mould AKA Stachybotrys Chartarum.
163
Q

What is interstitial condensation ?

A
  • It is condensation within the structural elements.
  • It has less immediate impact on the occupation as it occurs within or between the layers of the building envelope, where the dew point exists at depth within a building element, component or material.
  • Building at risk from interstitial condensation:
  • Structural components liable to rot e.g. timber framed walls of timber deck cold flat roof
  • Structural components liable to corrode e.g. steel framed walls
  • Impermeable out layers e.g. walls with impermeable cladding
  • Metal reinforcements e.g. reinforced concrete framed buildings
  • Buildings likely to have high internal vapour pressures e.g. swimming pools or textile factories
164
Q

What is Wet Rot ?

A
  • These can cause severe decay in timber. The timber cracks in cubes during the decaying process, brown rots cause decay and as a result, the timber loses strength quickly.
  • The wood becomes darker in colour and dry i.e. it can crumble between the fingers
  • White covering over the affected area – initial stages of a fruiting body
  • Fruiting body grows which is brown
  • Starts to spread across the timber – affects the structural integrity of the timber
165
Q

What is dry rot ?

A
  • The timber develops a fibrous consistency, similar to lint.
  • The cracking that appears is often along the grain.
  • The wood becomes lighter in colour i.e. looks bleached.
  • Generally white rot prefers high moisture within timber than brown rots
166
Q

What is the life cycle of damp ?

A
  • Spore
  • Hyphae
  • Mycelium
  • Fruiting Body
167
Q

What is required for rot to continue ?

A

The fungi will only survive and thrive in certain conditions:
• FOOD (TIMBER) - Sapwood is attacked as it contains nutrients
• MOISTURE - moisture must be present for decay to occur and moisture content of timber is key
• TEMPERATURE - Fungi growth can be killed off by low or high temperatures
• AIR - Fungi require oxygen, if air is excluded, decay will not occur.

168
Q

What is the Dry Rot Definition ?

A

Fungal timber decay occurring in poorly ventilated conditions in buildings, resulting in the timbers becoming dry and crumbly. There are typical symptoms of dry rot which are cuboidal cracking, hyphae, mycelium and fruiting body.

169
Q

Can you some of the identification of dry rot ?

A
  • Timber becomes dry and crumbly.
  • Timber becomes lightweight and has a dull brown colour.
  • Cuboidal cracking - more pronounced that wet rot
  • The strands are grey or white and 2-8mm thick.
  • Mycelium may be leathery or look like cotton wool balls.
  • Spore cannot be distinguished but “en mass” appear like rust red dust.
  • The fruiting body is often pancake shaped with white margin and red spores on the surface
170
Q

What are the causes of dry rot ?

A
  • These conditions are usually found where water is coming into contact with the timber directly.
  • The most common defects allowing water entry are:
  • Failure of roof covering or rainwater goods
  • Defective rendering
  • Inadequate ventilation
  • Defective DPC
  • Plumbing leaks
171
Q

Remedial measures for dry rot ?

A
  • Detailed and extensive survey should be undertaken to identify the areas of timber and masonry affected.
  • If structural timbers have been damaged it may be necessary to get a structural engineer to assess
  • Determine the full extent of outbreak:
  • Cut out decayed timber to 0.5m beyond decayed wood, remove and burn.
  • Hack off plaster / rendering and remove skirting, architraves and other joinery from area to be treated to 2m beyond.
  • Remove surface mycelium from exposed masonry and wire brush.
  • Surface application of fungicidal fluid - water based surface biocide by brush or coarse spray.
  • Fungicidal rendering - fungicidal barrier to a greater depth
  • Preservative plug / paste inserted in holes
  • Irrigation - large quantities of water based fungicidal solution. Only to localised areas.
  • Treat sound, damp timber with organic preservative - preservative to sloping holes drilled into the wood or pressure injection OR proprietary paste treatment
  • Use preservative treated replacement timbers: pressure impregnated or organic solvent type of preservative.
172
Q

What is the definition of Wet Rot ?

A

A fungal rot affecting timber with a high moisture content usually around 40%. Mostly isolated to in one particular area.

173
Q

What is the identification of wet rot ?

A
  • Cuboidal cracking
  • Dark brown colour
  • Crack run longitudinally with the grain
  • Fruiting bodies are rarely found in buildings
174
Q

What are the causes of wet rot ?

A
  • Measures for controlling an outbreak of wet rot:
  • Primary measures:
  • Locate and eliminate sources of moisture
  • Promote rapid drying of the structure
  • Secondary measures
  • Establish size and significance of attack
  • Remove rotted wood; consider the need to apply localised preservative treatment in situ
  • Use preservative-treated replacement timbers
  • Introduce support measures
175
Q

Remedial measures for wet rot ?

A
  • Establish size and significance of the outbreak.
  • Remove rotted wood, apply localised preservative treatment in situ
  • Use preservative-treated replacement timbers.
  • Introduce support measures (if required)
176
Q

What is insect attack ?

A

A generic term that is used to commonly describe the larva stage of wood boring beetles. A number of insects, mainly beetles, are able to use wood as a food source and some of them can cause serious damage to building timbers.

177
Q

Can you name some types of wood boring insects ?

A

• COMMON FURNITURE BEETLE (WOODWORM)
3-5m long, dull brown
Lines of pits on wings
Found on or around damaged timber LATE MARCH – EARLY AUGUST (particularly warm weather.
Softwood, European hardwoods
1-2mm dia. Circular flight holes
Flight holes random orientation, mainly in direction of grain.
Bore dust, cream coloured, lemon shaped pellets.
Life cycle 2-5 years

• LONG HORN BEETLE
Adult 10-12mm, black or dull brown.
Sapwood or softwoods particularly roof timbers.
South-west of London mainly surrey.
Flight holes, few large oval, 6-10mm largest dimension.
JULY to OCTOBER
Cream coloured, sausage shaped.

•	DEATHWATCH 
6-9mm long, chocolate brown 
MARCH to JUNE 
Bore dust, disc shaped cream pellets 
Flight holes circular 3mm diameter 
Mostly oak and elm (hardwoods) 

• WEEVIL
3-5mm long, brownish black. Distinctive long snout.
All year around.
Flight holes, small ragged, 1mm diameter.
Decayed softwood and hardwoods in damp conditions.
Mostly found in below ground conditions.

178
Q

What is subsidence ?

A

Downward movement of the ground and any building on it, due to changes within the subsoil.

179
Q

How do you identify subsidence ?

A

Identified by diagonal cracking which is usually tapered (of uneven width) in the buildings structure/façade and verified by leaning or pulling of the building. Subsidence usually shows up as cracks that are typically wider at the top than the bottom. They commonly appear around windows, doors and other weaker areas. Doors and windows may stick when opening them, walls and floors may show signs of distortion.

180
Q

What are the causes of subsidence ?

A
  • Usually localised to certain areas of foundation- not distributed across the whole foundation
  • Therefore ground movement within these area will cause rotational movement on the foundation, which generates rotational forces within the building structure
  • Common in building built up clay
  • If the soil becomes dry due to water being sucked out by trees or a drought, the clay contracts and pulls the foundation causing deflection and structural damage.
  • It can occur when excess water leaks into the soil with high sand / gravel content and washes soil away from foundation, may be due to a leaking drain.
  • It can be a consequence of mining where the effect can be sudden, the extent of this depends on the method used for mining i.e. dredging, mining or pumping
181
Q

Remedial works for subsidence ?

A
  • Refer to BRE guidance to understand how to assess damage.
  • Remedying the source of the problem can be effective, however it can sometimes make things worse i.e. removing a tree causes moisture to return = heave
  • Underpinning is an option but it is expensive and disruptive
  • Use pneumatic jacks to lift the building and reverse the movement
182
Q

What is settlement ?

A

Downward movement of the ground or any structure on it, due to soil consolidation as a result of the load applied by the structure of the building.

183
Q

How do you identify settlement ?

A
  • Cracks occur at the junction between new elements.

* Differential movement between two elements

184
Q

What are the causes of settlement ?

A
  • Occurs due to the pressure applied to the subsoil by a new building
  • Water contained within the sub soil squeezed out by new load
  • Amount of settlement depends on soil type
185
Q

What is heave ?

A

Expansion of the soil due to climatic and other factors (e.g., frost or removal of trees). The mass upwards movement of material as a result of expansion.

186
Q

How do you identify heave ?

A
  • Expansion of the corner of the building causing lifting.
  • Can be measured on a site over a period of time.
  • Check shrinkage potential of clay soil using industry data
187
Q

What are the causes of heave ?

A

The felling of trees in the vicinity of existing buildings stops the removal of moisture from the soil and the soil soaks up the water that the tree would have removed. Heave generally occurs in clay soils.

188
Q

What are the remedial works for heave ?

A

In the event that removing a tree is unavoidable, it is advised pollarding be carried out to slowly reduce the trees capacity to remove water from soil. Potentially necessary to seek advice from a geotechnical engineer

189
Q

What is cold bridging ?

A

It is a weak spot in the insulation surrounding a house. Cold bridges (also known as thermal bridges) occur whenever there is a break in the continuity, or a penetration of the insulation.

190
Q

Common areas for cold bridging ?

A

Roof and wall abutment

191
Q

What is a deleterious material ?

A

The term ‘deleterious materials’ is a broad one, encompassing not only materials that are dangerous to health or which are the causes of failures in buildings, but increasingly, materials which are environmentally damaging

192
Q

Do you have some examples of deleterious materials ?

A
  • Asbestos
  • Calcium chlorides
  • Calcium silicate bricks
  • CFC’s
  • Formaldehyde
  • Hair plaster
  • HAC (High Alumina Cement)
  • Hollow clay pot floors
  • Lead
  • Nickel sulphides
193
Q

What is a cavity wall tie ?

A

Cavity wall ties were introduced around 1920’s where external walls were changed from solid 225mm thick to cavity walls. Wall ties have undergone change from ferrous metal through to zinc coated, bituminised, galvanised plastic and ceramic to stainless steel. It is used to connect the two skins of the cavity wall together.

194
Q

How do you identify wall tie failure ?

A
  • Horizontal cracks in bed joints of brickwork every 6-8 courses (usually external skin) along with some diagonal cracking.
  • Damp patches internally where there may be cold bridging in the tie position.
  • Walls leaning or bulging (typically gable walls exhibit a pronounced effect).
  • Upward movement can result in an upturning of the roof, particularly at the gable end to alleviate pressure following expansion of wall ties due to corrosion, known as the Pagoda effect.
  • Internal wall cracking and lifting of walls and roof structured in extreme severe cases.
  • Increasing problem with cavity wall ties made from stainless steel. It arises when the galvanising is not of sufficient quality and the outer leaf of the cavity walls allows penetration, usually due to porous brick/blockwork. If ties rust the swelling effect may cause horizontal external cracks to appear in the wall.
195
Q

What are the causes of wall tie failure ?

A
  • Cavity wall tie failure may be caused by any one of the following:
  • Age of ties, poor quality of coatings
  • Insufficient wall ties
  • Badly fitted ties, upside down or not 50mm embedment in the leaf
  • Sea dredged aggregate in mortar
  • Corrosion due to failure in joints
196
Q

What are the remedial action for wall tie failure ?

A
  • Replace existing wall ties with new stainless steel wall ties, min. 3per sqm
  • Additional remedial wall ties at vertical centres to jamb openings and at roof and corners
  • Remove or isolate existing defective ties
  • Clean cavity debris
197
Q

What is a woodwool slab ?

A

Used as a permanent shuttering. Formwork is used to contain concrete in order to mould it to the required dims and to support it until it can support itself. It may be left in place for the lifetime of the building.

198
Q

What are the defects linked to woodwool slabs ?

A
  • Concrete does not adequately get compacted.
  • Risk of poor cover to the steel and hence loss of durability, possible reduction in strength, and loss of fire resistance.
  • Voiding and honey combing due to vibrations. Poor bond or failed bond between the wood wool and the hardened concrete.
  • Buildings constructed from 1950 to the mid-1970s are most likely to be affected by this form of construction.
  • If permanent shuttering is discovered, intrusive investigations may be needed to determine the adequacy of concrete cover to the steel reinforcement. If voiding is present, the affected area can be exposed and repaired using hand-fixed concrete repair methods or, if over a larger area, sprayed concrete.
199
Q

What is cut edge corrosion ?

A

Steel edge sheets are exposed to oxygen which are prone to corrosion which is exacerbated by water and pollutants. Consequently, the factory coating can peel off from these edges causing them to corrode. Tough cut edge corrosion usually begins around edges it gathers speed through capillary water action and can spread.

200
Q

What are the remedial measures for cut edge corrosion ?

A
  • Area must be first cleaned and prepared for treatment.
  • Depending on the severity of the corrosion, loose paint, rust and corroded areas are often removed manually, to which a high-quality weatherproof sealant is then applied to the effective areas.
  • Painting the cut edges and periodic re-painting where access is possible may provide a solution. If sheets with corroded edges are not repaired or replaced, further damage to the sheet may result, with increased risk of water penetration. Delamination of decorative coating may also be associated with cut-edge corrosion.
201
Q

What clues were present to lead you to suspect the presence of dry rot ?

A

The presence of mycelium, fruiting body and the damage to the timber suspended floor.

202
Q

Outline the key differences between the characteristics of brown rots and white rots.

A

Brown rots cause the wood to become darker in colour and to crack along and across the grain ;when dry, very decayed wood will crumble to dust. Many common wet rots are brown rots; dry rot is also in this group.

White rots cause the wood to become lighter in colour and lint-like in texture, without cross cracks.All white rots are wet rots. wet rot green fruiting body.

203
Q

Outline the key characteristics which are used to diagnose dry rot.

A
  • Cuboidale cracking
  • moisture content around 20%
  • temp mid 20%
  • Visual identification of spores, hypahe mycelium and fruiting body
  • Damage to timbers
  • Musty/mushroom smell
  • Lack of ventilation
204
Q

What is your opinion of the use of chemicals used to treat timber and brickwork when eradicating dry rot ?

A

Can be used however the source of moisture should be eradicated and the drying out and rapid heating of the space should be encouraged

205
Q

What do you understand by the term environmental control in respect of treating dry rot ?

A

Using the weather, wind, etc to assist in removing the moisture and the conditions that are not suitable for rot.

206
Q

How did you determine the amount of opening-up required when inspecting rot ?

A

Via an initial inspection from removing a floor boards to confirm extents

207
Q

What advice did you give in respect of remedial works (dry rot) ?

A

Full removal of the flooring in the affected rooms due to widespread deuteriation of the timber floor

208
Q

What is wall tie failure ?

A

Wall tie failure can happen where there has been corrosion of the existing wall ties or when insufficient or incorrect wall ties have been installed. When a mild steel or galvanised steel wall tie corrodes, there is a build up of rust (also known as iron oxide), which causes the tie to expand in size.

209
Q

You say the property was 1900’s what kind of wall tie were present?

A
  • Cavity were widespread introduced 1920

* I would expect wall ties to be steel fish tail wall tie.

210
Q

What other materials were used for wall ties ?

A

Steel and Iron, now made of stainless steel to reduce the chance of corrosion.

211
Q

Tell me about the remedial advice you gave to your client (replacement wall ties) ?

A

I advised to review the extents and damage as a result of the expansion of wall tie, consideration was given to removal or replacement wall ties.

212
Q

What defects might you find within the roof space?

A
  • Interstitial condensation
  • Wood boring insect attack
  • Roof spread
  • Water ingress
213
Q

Can you name some concrete defects ?

A
  • Concrete Carbonation
  • HAC
  • Alkali Silica Reaction
  • Chloride Attack
  • Sulphate Attack
214
Q

If you identified movement in a building, what further investigations might you wish to undertake?

A
  • Consider the location
  • Recent works
  • Construction of the building
  • Type of the cracking
  • Opening up works
  • Further investigations
215
Q

Explain how you could use thermal imaging to identify heat loss in a building ?

A

Thermography uses specially designed infrared video or still cameras to make images (called thermograms) that show surface heat variations. Energy assessors use thermography as a tool to help detect heat losses and air leakage in building envelopes.

216
Q

What other type of building defect can thermal imaging be used to identify ?

A

Water ingress