Adina Microcephala (Adina)


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Scientific Name
Adina microcephala

Trade Name
Adina

Family Name
Rubiaceae

Synonyms
Breonadia microcephala

Common Names
Adina, African teak, Matoemie, Matumi, Mdogowe, Mgwina, Mingerhout, Mugonha, Mugunya, Mulamandia, Muonha, Muonya, Muwana, Muwona, Mwenya, Redwood, Sohihy, Transvaal teak, Watermatoemie, Wild oleander, Yombe

Regions of Distribution
Africa

Countries of Distribution  [VIEW MAP]
Kenya, Madagascar, Mozambique, South Africa, Sudan, Tanzania, Zambia, Zimbabwe

Common Uses
Agricultural implements, Bearings & bushings, Boat building (general), Bridge construction, Cabinetmaking, Canoes, Carvings, Flooring, Flooring: commercial heavy traffic, Flooring: industrial heavy traffic, Furniture, Heavy construction, Joinery, Light construction, Lock gates, Marine construction, Mine timbers, Piling, Posts, Railroad ties, Sporting Goods, Toys, Turnery

Heartwood Color

Black
Brown
Purple
Yellow to golden-yellow to orange
Brown
Pale red to pink
Pale brown
Black

Sapwood Color

Pinkish
Same as heartwood

Grain

Figure
Other (figure)
Straight
Even
Mottled (figure)
Distinct (figure)

 

Other figure
Straight
Mottled figure
Distinct and very fine figure

Texture

Medium
Fine

Natural Durability

Perishable
Non-durable
Non-resistant to powder post beetles
Susceptible to insect attack
Resistant to attack from termites (Isoptera)
Very durable
Durable
Resistant to attack from powder post (Lyctid & Bostrychid) beetles
Resistant to attack from marine borers

Kiln Schedules

Dry at a slow speed
Kiln Drying Rate (in days) is slow
UK=C US=T3C2/T3C1 Fr=3

Drying Defects

Distortion
Splitting
Checking
Moderate surface checking
Slight twist/warp
Moderate end spitting

Ease of Drying

Slowly
Moderate
Easy

Kiln Drying Rate

Naturally dries slowly
Drying rate is fairly rapid to fast
Slow (18-28 days for boards < 32 mm, to 52-84 days for boards >= 63 mm)

Tree Identification

Bole/stem form is straight

Tree Size

Tree height is 30-40 m
Bole length is 20-30 m
Bark width is 20-25 mm
Bole length is 10-20 m
Bark width is 15-20 mm
Tree height is 20-30 m
Bark width is 10-15 mm
Tree height is 40-50 m

Comments
General finishing qualities are rated as good

Boring

Fairly easy to very easy

Cutting Resistance

Fairly Difficult to Very Difficult to saw
Moderate to saw
Cutting Resistance with dry wood is easy
Cutting Resistance with green wood is easy
Cutting Resistance with green wood is difficult

Gluing

Gluing is often difficult

Mortising

Fair to Good Results
Fairly Difficult to Very Difficult
Fairly Easy to Very Easy

Moulding

Fair to Good Results
Very Good to Excellent Results
Fairly Difficult to Very Difficult
Fairly Easy to Very Easy

Movement in Service

Unstable with Poor Stability – Large Movement
Stable

Nailing

Very Good to Excellent Results
Fair to Good Results
Holds nails well

Planing

Fair to Good Results
Fairly Difficult to Very Difficult
Fairly Easy to Very Easy
Ease of planing is moderate
Planes well, to a good finish
Easy to plane

Resistance to Impregnation

Permeable sapwood
Resistant heartwood
Resistant sapwood

Response to Hand Tools

Easy to Work
Moderate working qualities

Screwing

Screwing yields good results

Turning

Good results
Easy to turn

Polishing

Very Good to Excellent Results
Fair to Good Results
Good results

Strength Properties

Density (dry weight) = 53-60 lbs/cu. ft
Bending strength (MOR) = medium
Shrinkage, Radial = small
Modulus of Elasticity (stiffness) = medium
Density (dry weight) = 61-67 lbs/cu. ft
Shrinkage, Tangential = small
Shrinkage, Radial = very small
Max. crushing strength = low
Shrinkage, Tangential = very small
Shrinkage, Tangential = moderate
Shrinkage, Tangential = fairly large
Max. crushing strength = medium
Density (dry weight) = 46-52 lbs/cu. ft.
Hardness (side grain) = medium
Bending strength (MOR) = high

Numerical Data

Item Green Dry English
Bending Strength 10021 15630 psi
Density 55 lbs/ft3
Hardness 1658 lbs
Maximum Crushing Strength 6899 9945 psi
Shearing Strength 1818 psi
Stiffness 1665 1923 1000 psi
Weight 54 44 lbs/ft3
Radial Shrinkage 3 %
Tangential Shrinkage 6 %
Item Green Dry Metric
Bending Strength 704 1098 kg/cm2
Density 881 kg/m3
Hardness 752 kg
Maximum Crushing Strength 485 699 kg/cm2
Shearing Strength 127 kg/cm2
Stiffness 117 135 1000 kg/cm2
Weight 865 705 kg/m3
Radial Shrinkage 3 %

References
Banks, C.H. and J.P. Schoeman. 1963. Railway Sleeper and Crossing Timbers. Bulletin No. 41, Republic of South Africa. The Government Printer, Pretoria, South Africa.

Banks, C.H., Schoeman, J.P., Otto, K.P.,1977,The Mechanical Properties of Timbers with particular reference to South,Africa,South African Forestry Research Institute Bulletin,(Ed.,Schoeman, J.P. 1973 & Otto K.P. 1976,No.48

Bolza, E., Keating, W.G.,1972,African Timbers – the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building Research

Gueneau, P., Gueneau, D.,1969,Proprietes Physiques et Mecaniques des Bois Malagaches,CTFT Madagascar

Palgrave, K.C.,1977,Trees of Southern Africa,Cape Town South Africa

Pardy, A.A.,1955,Notes on Indigenous Trees and Shrubs of S. Rhodesia – Adina microcephala,Ministry of Agriculture and Lands S. Rhodesia Bulletin No.1812

Scott, M.H.,1950,Notes on the more Important African Timbers Imported into the Union with,Special Ref. to Port. E.A. Species,Journal of the South African Forestry Association,No.19,pp18-62,[South,African Forestry Journal]

Scott, M.H.,1953,Utilisation Notes on South African Timbers,South African Forestry Department Bulletin No.36

Takahashi, A.,1978,Compilation of Data on the Mechanical Properties of Foreign Woods (Part,III) Africa,Shimane University, Japan, Research Report on Foreign Wood No. 7

Tanzania Forest Division,1966,Kiln Drying Schedules for Tanzania Timbers Technical Note no.38,Tanzania Forest Div. Util. Sec. Moshi

Tanzania Forestry Department,1966,Timbers of Tanganyika – Adina microcephala (mgwina, mdogowe,Tanzanian Forestry Department Utilisation Section, Moshi – Timbers of,Tanganyika

Zambia Forest Department,1979,Timbers of Zambia Adina microcephala and Amblygonocarpus andongensis,Zambia Forest Department, Division of Forest Products Research, Timbers of,Zambia Technical Note no.5/79