Turpentine

Turpentine is an extremely hard and durable Australian native hardwood timber. It is suitable for a wide range of construction and engineering applications.

Other Names

Luster, Red Luster, Syncarpia Laurifolia

Botanical Name

Syncarpia Glomulifera

Common Form
Sawn
Species Type

Turpentine is a large tree species occurring along the eastern coast of Australia from Bateman's Bay in New South Wales to Cooktown in North Queensland.

The true wood of this species ranges in colour from deep red to red-brown. Sapwood is distinctively paler, often creamy. The texture of Turpentine timber is fine to medium but often wavy, with interlocked grain. It is relatively free of gum veins.

Turpentine is extremely durable in above ground applications, where its life expectancy is in excess of 40 years. In-ground life expectancy ranges from 15 to 25 years. The timber of this species is termite-resistant, and untreated sapwood is immune to lyctid borer attack.

Turpentine is the main Australian species for marine pilings, as its high silica content makes it resistant to Teredinidae marine borers. Other engineering applications include wharf and bridge construction (as both sawn and round timber), railway sleepers, and mining timbers. Construction applications include general house framing, flooring and decking, lining and cladding. Turpentine is an excellent timber for dance floors. It is also used in the construction of plywood, laminated beams and bench tops, and for joinery and parquetry. Other applications include boatbuilding (knees, gunwales, planking, decking) and the production of oyster stakes, wine casks, mallets, and bearings.

Untreated timber of this species is equivalent to 'fire retardant treated timber' when tested in accordance with AS/NZS 3837. The bushfire rating of this species is expected to remain unchanged if assessed in accordance with proposed changes to the standard.

Shrinkage

Very Low Low Medium High Very High
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Tangential : Provides a simplified rating for tangential shrinkage. This is the measure of the percentage reduction in dimension from the unseasoned to 12% moisture content condition.

13.00%

Radial : Radial shrinkage is perpendicular to the growth rings. It is shrinkage in the direction towards the centre of the tree. Measurement is % value

6.50%

Unit Movement Tangential: This is the percentage of dimensional change for each 1% moisture content change between about 3% moisture content and the fibre saturation point for the particular species.

0.35%

Unit Movement Radial: This is the percentage of dimensional change for each 1% moisture content change between about 3% moisture content and the fibre saturation point for the particular species.

0.23%

Strength Group Strength groups are given for unseasoned (S1-S7) and seasoned (SD1-SD8) timber in accordance with AS 2878. S1 and SD1 yield the highest strength and stiffness whereas S7 and SD8 yield the lowest.

Very High

High

Reasonably High

Medium High

Medium

Reasonably Low

Low

Very Low

Unseasoned:

S1

S2

S3

S4

S5

S6

S7

S8

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Seasoned:

SD1

SD2

SD3

SD4

SD5

SD6

SD7

SD8

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Stress Grade A stress grade is defined in AS 1720 as the classification of timber for structural purposes by means of either visual or machine grading. The stress grade indicates the basic working stresses and stiffnesses to be used for structural design purposes. Measured in MPa.

Structural
No. 1
Structural
No. 2
Structural
No. 3
Structural
No. 4
Structural
No. 5

Unseasoned:

F17

F14

F11

F8

F7

Seasoned:

F27

F22

F17

F14

F11

Density per Standard Seasoned density is based on moisture content of 12%. Unseasoned density is an approximation as it depends on the moisture content at the time of measurement. Measured kg/m3.

Seasoned:

945kg/m3

Unseasoned:

1170kg/m3

Joint Group The joint group is a classification of the strength of a species in joint design. The values are from 1 (very high strength) to 6 (very low strength).

Very High

High

Reasonably High

Medium

Low

Very Low

Unseasoned:

J1

J2

J3

J4

J5

J6

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Seasoned:

JD1

JD2

JD3

JD4

JD5

JD6

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Colour The colour of seasoned heartwood can vary between species and often within a species. The information provided should be used as a general guide only. In most cases, the colour of sapwood is either a lighter shade of the heartwood or a white/cream colour.

  White, yellow, pale straw to light brown Pink to pink brown Light to dark red Brown, chocolate, mottled or streaky
   
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Mechanical Properties

Modulus of Rupture - Unseasoned: This property is a measure of maximum stress which timber can momentarily sustain when loaded slowly and continuously as a beam. Measured in MPa.

79

Modulus of Rupture - Seasoned: This property is a measure of maximum stress which timber can momentarily sustain when loaded slowly and continuously as a beam. Measured in MPa.

136

Modulus of Elasticity - Unseasoned: This property is of importance in determining the deflection of a beam under load — the greater the stiffness, the less the deflection. Measured in GPa.

12

Modulus of Elasticity - Seasoned: This property is of importance in determining the deflection of a beam under load — the greater the stiffness, the less the deflection. Measured in GPa.

15

Maximum Crushing Strength - Unseasoned:

Also referred to as compression strength. This property measures the ability of the timber to withstand loads applied on the end grain. Measured in MPa.

43

Maximum Crushing Strength - Seasoned: Also referred to as compression strength. This property measures the ability of the timber to withstand loads applied on the end grain. Measured in MPa.

79

Impact - Unseasoned: Provides the Izod value, which is the energy taken in joules (J) to fracture the timber.

15

Impact - Seasoned: Provides the Izod value, which is the energy taken in joules (J) to fracture the timber.

10

Toughness - Unseasoned: This is a measure of timber’s ability to resist shocks and blows, and is synonymous with impact strength. It is measured in Nm.

Medium - 15 - 24 Nm

Toughness - Seasoned: This is a measure of timber’s ability to resist shocks and blows, and is synonymous with impact strength. It is measured in Nm.

Medium - 15 - 24 Nm

Hardness - Unseasoned: Refers to the Janka hardness test and is a measure of timber’s resistance to indentation.

6.7

Hardness - Seasoned: Refers to the Janka hardness test and is a measure of timber’s resistance to indentation.

11.6

Durability

Low Moderate Reasonably High High
(0 - 5 yrs) (5 - 15 yrs) (15 - 25 yrs) (more than 25 yrs)

In-Ground: Durability is defined as the inherent resistance of a timber species to decay, or to insect or marine borer attack. All references to durability refer to the heartwood only. A scale of low to high (durability class 4 = low; 1 = high) has been adapted for above and in-ground durability.

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(0 - 7 yrs) (7 - 15 yrs) (15 - 40 yrs) (More than 40 yrs)

Above ground: Durability is defined as the inherent resistance of a timber species to decay, or to insect or marine borer attack. All references to durability refer to the heartwood only. A scale of low to high (durability class 4 = low; 1 = high) has been adapted for above and in-ground durability.

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(0 - 20 yrs, usually < 5) (21 - 40 yrs) (41 - 64 yrs) (More than 60 yrs)

Marine Borer Resistance: Indicates whether a species is resistant (R) or not resistant (NR) to marine borer attack.

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Lyctid Borer Susceptibility: Indicates whether a species is susceptible (S) or not susceptible (NS) to lyctid borer attack.

Not Susceptible

Lyctid Borer Susceptibility - Other:

Termite Resistance: Indicates whether a species is resistant (R) or not resistant (NR) to termites.

Resistant

Fire Properties

0 1 2 3 4 5 6 7 8 9 10

EFH Spread-of-Flame Index: This is a material's propensity to burn rapidly and spread flames based on a scale of 0 to 10 where 0 means that the materials will not cause flames to reach the ceiling and 10 indicates that the material could be expected to cause flames to reach the ceiling of a room within 10 seconds of ignition.

EFH Smoke-Developed Index:This is a measure of the concentration (measured by optical density) of smoke a material emits as it burns. It is based on an arbitrary scale of 0 to 10. The higher the index, the greater the hazard from smoke is likely to be.

Critical Radiance Flux - Lower: This measures the radiant (heat) energy required to sustain burning. It is used in Australia to regulate floor coverings. The requirements are set out in BCA
Specification C1.10a, providing CRF values for floor coverings based on Class of building, the location within the building (general use or use in fire isolated exits) and whether or not the building is sprinkler protected or not. CRF is measured in kW/m2.

>2.2 and <4.5

Critical Radiance Flux - Higher: This measures the radiant (heat) energy required to sustain burning. It is used in Australia to regulate floor coverings. The requirements are set out in BCA
Specification C1.10a, providing CRF values for floor coverings based on Class of building, the location within the building (general use or use in fire isolated exits) and whether or not the building is sprinkler protected or not. CRF is measured in kW/m2.

≥4.5

Smoke Development Rate: This is the speed at which smoke increases as determined by testing flooring materials in accordance with AS ISO 9239.1. The rate is expressed in terms of percent/minutes. For buildings not protected with a sprinkler system, a maximum smoke development rate of 750 percent/minute applies.

<750
1 - non-combustible 2 - reasonably non-combustible 3 - slightly combustible 4 - combustible

Fire Properties Group
Number:

Average Specific Extinction Area: This value is determined by the volume of smoke measured over the mass loss of the tested sample per test carried out in accordance with ‘Cone Calorimeter Test’ AS/NZS 3837. It is measured in units of m2/kg.

<250

Bushfire Resistance: Naturally bushfire-resisting timbers are those with inherent bushfire-resisting properties. Some species have been tested and a number are in the process of being tested and are measured by Bushfire Attack level (BAL).
BAL -12.5: Ember attack,
BAL – 19: Increasing levels of ember attack and burning debris ignited by windborne embers together with increasing heat flux between 12.5 and 19 kWm3,
BAL – 29: Increasing levels of ember attack and burning debris ignited by windborne embers together with increasing heat flux between 19 and 29 kWm3.

BAL 12.5, 19 and 29 – All AS3959 required applications
Appearance

The true wood of this species ranges in colour from deep red to red-brown. Turpentine sapwood is distinctively paler, often cream in colour. The texture of this timber is fine to medium but often wavy, with interlocked grain. Turpentine is free from gum veins.

Common Applications

Turpentine is the main Australian species for marine pilings, as its high silica content makes it resistant to Teredinidae marine borers. Other engineering applications include wharf and bridge construction (where turpentine is used as sawn and round timber), railway sleepers, and mining timbers. Construction uses range from general house framing, flooring and decking, to lining and cladding. Turpentine is also used in the construction of plywood, laminated beams and bench tops, joinery and parquetry. Other uses include boatbuilding (knees, gunwales, planking, decking) and the production of oyster stakes, wine casks, mallets, and bearings.

Workability

Turpentine is a very hard timber (rated 1 on a 6-class scale) in relation to indentation and its ability to be worked by hand. Due to the presence of silica in the wood, Turpentine can be abrasive to machine cutters. It readily accepts paint, stains and polish, and is amenable to the use of standard fastenings and fittings. Extractives make this timber relatively difficult to glue. 

Origin of timber
NSW
Readily Available
NSW
Turpentine is a common species in New South Wales and southern Queensland.
Source of timber
Native Forest
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Fencing

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