The Standard Malaysian Name for the timber of Koompassia malaccensis (Leguminosae). Vernacular names applied include impas (Sabah) and menggris (Sarawak). This is a monospecific timber. The sapwood is white or pale yellow and is sharply defined from the heartwood, which is pinkish when fresh and darkens to bright orange-red or deep brown.

Also known as Kempas (Brunei); Hampas, Impas, Kempas, Keranji, Mengeris, Mengris, Pah and Upil (Indonesia); Koompassia (Papua New Guinea); and Makupa, Sifai and Tong-bueng (Thailand).


The timber is a Medium Hardwood with a density of 770-1,120 kg/m3 air dry. It was reported that the material from Sabah and Sarawak is much denser than the material from Peninsular Malaysia.


Based on the standard graveyard test of untreated specimens of dimension 51 mm x 51 mm x 610 mm, the wood is classified as moderately durable under the Malaysian condition. In a test conducted at the Forest Research Institute Malaysia (FRIM), the average service life for 161 untreated specimens was 2.5 years. The sapwood is very susceptible to both powder-post beetles and fungi attacks, while the heartwood is readily destroyed by termites. Kempas treated with the appropriate wood preservatives is very durable even under exposed condition. In an experiment, 40 test sticks (64 mm x 64 mm x 760 mm) with an average absorption of 224 kg/m3 (14 lb/ft3) of creosote were buried for the durability test. 25% of the specimens were destroyed after 35 years.


The timber is amenable to preservative treatment and it is classified as easy to treat.


Texture is rather coarse but even except in areas where included phloem occurs. Grain is interlocked, often very interlocked.


The timber falls into Strength Group A (Engku, 1988b) or SG 2 (MS 544:Part 2:2001).

Strength Properties of Kempas
Test Condition Modulus of Elasticity(MPa) MModulus of Rupture(MPa) Compression parallel to grain (MPa) Compression perpendicular to grain (MPa) Shear strength (MPa)
Green 16,600 100 55 6 10
Air dry 18,600 122 66 8 12


It is slightly difficult to resaw and easy to cross-cut when green but is difficult to resaw and slightly difficult to cross-cut when dried. Planing is easy in both conditions and the quality of the surfaces ranges from smooth to rough.

Machining Properties of Kelat (E. griffithii)
Test Condition Sawing Planing Boring Turning
Re-sawing Cross Cutting Ease of planing Quality of finish Ease of boring Quality of finish Ease of turning Quality of finish
Green slightly difficult easy easy smooth to rough easy rough to slightly ragged - -
Air dry difficult slightly difficult easy smooth slightly difficult rough slightly difficult rough


Nailing property is rated as poor.


The timber seasons fairly slowly with very few defects except for insect attacks in the sapwood. 13 mm thick boards take approximately 2 months to air dry, while 38 mm thick boards take 4 to 6 months.


Kiln Schedule E is recommended. 25 mm thick boards take approximately 8 days to kiln-dry. Degrade is mainly in the form of spring although surface-checking and end-splitting may occur in thicker specimens. Splitting can be severe in areas where included phloem occurs.

Kiln Schedule E
Moisture Content (%) Temperature (Dry Bulb) Temperature (Wet Bulb) Relative Humidity (%) (approx.)
°F °C °F °C
Green 120 48.5 115 46.0 85
60 120 48.5 113 45.0 80
40 125 51.5 116 46.5 75
30 130 54.5 117 47.0 65
25 140 60.0 120 49.0 55
20 155 68.0 127 53.0 45
15 170 76.5 136 58.0 40


Shrinkage is on the high side with radial shrinkage averaging 2% and tangential shrinkage averaging 3%.


Though some borer damage have been recorded, the logs of freshly felled K. malaccensis are generally free from defects. The major defect that is associated with the timber of kempas is the presence of included phloem. Rings of included phloem often show up conspicuously at the cross-section of the log. In sawn timber, bands of included phloem extending longitudinally can often be seen on the radial surfaces. Patches of included phloem can also be seen on sawn timbers. These zones of abnormal tissue are hard and usually give rise to seasoning degrade and mechanical weakness in the timber.


The timber when treated with preservatives is suitable for all heavy constructional works, posts, beams, joists, rafters, piling, columns (heavy duty), fender supports, pallets (permanent and heavy duty), door and window frames and sills, tool handles (impact), bridges, wharves, marine construction, railway sleepers, telegraphic and power transmission posts and cross arms. When untreated, the timber is suitable for structures under cover, flooring, panelling, mouldings, vehicle bodies (framework and floor boards), plywood and charcoal manufacture.


  1. Engku Abdul Rahman Chik. 1998b. Basic and Grade Stresses for Strength Groups of Malaysian Timbers. Malayan Forest Service Trade Leaflet No. 38. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur. 13 pp.
  2. Menon, P. K. B. 1986. Uses of Some Malaysian Timbers. Revised by Lim, S. C. Timber Trade Leaflet No. 31. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur. 48 pp.
  3. MS 544:Part 2:2001. Code of Practice for the Structural Use of Timber: Permissible Stress Design of Solid Timber.
  4. Ser, C. S. 1981. Malaysian Timbers - Kempas. Malaysian Forest Service Trade Leaflet No. 44. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur. 7 pp.
  5. Wong, T. M. 1982. A Dictionary of Malaysian Timbers. Revised by Lim, S. C. & Chung, R. C. K. Malayan Forest Records No. 30. Forest Research Institute Malaysia, Kuala Lumpur. 201 pp.