Guarea excelsa (American muskwood)


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Scientific Name
Guarea excelsa

Trade Name
American muskwood

Family Name
Meliaceae

Synonyms
Guarea excels

Common Names
Alligator wood, American muskwood, Bois pistolet, Bois rouge a balles, Cabimbo, Carimbo, Cedrillo, Chahalanti, Chanalanti, Chohalante, Cramantee, Cramantree, Guano blanco, Guarea, Muskwood, Palo blanco, Tololo, Trompillo de plaza, Wild ackee

Regions of Distribution
Central America, Oceania and S.E. Asia

Countries of Distribution  [VIEW MAP]
Belize, Columbia, Costa Rica, Guatemala, Honduras, Mexico, Nicaragua, Trinidad and Tobago, Venezuela

Common Uses
Beams, Bedroom suites, Boat building (general), Boxes and crates, Building construction, Building materials, Cabin construction, Cabinetmaking, Chairs, Chests, Concealed parts (Furniture), Concrete formwork, Construction, Core Stock, Decks, Decorative plywood, Decorative veneer, Desks, Dining-room furniture, Dowell pins, Dowells, Drawer sides, Excelsior, Factory construction, Figured veneer, Fine furniture, Floor lamps, Flooring, Form work, Foundation posts, Framing, Furniture , Furniture components, Furniture squares or stock, Furniture, Hatracks, Heavy construction, Interior construction, Interior trim, Joinery, Joists, Kitchen cabinets, Light construction, Millwork, Particleboard, Plywood, Shingles, Shipbuilding, Sporting Goods, Turnery, Veneer, Veneer: decorative

Environmental Profile

Questionable
Extinct
Abundant/Secure
Endangered
Status has not been officially assessed

Distribution Overview
West Indies, Mexico, Central America, and southern Brazil and Argentina.

Heartwood Color

Brown
Red
Purple
Pink
Pale red to pink
Reddish brown
Pale brown
Red
Pinkish brown
Brown

Sapwood Color

White
Yellow
Paler than heartwood

The sapwood is distinct from the heartwood, but is not clearly demarcated

Grain

Figure
Straight
Interlocked
Wavy
Stripe (figure)
Closed
Even
Mottled (figure)
Growth rings (figure)
Weak (figure)

 

Straight
Wavy
Interlocked
Striped figure
Figure shows mottle
Weak figure
Clear growth rings (figure)

Texture

Fine
Medium
Coarse
Even or uniform
Uniform
Medium
Fine
Medium coarse to coarse

Luster

Medium
Low
Lustrous
Non-lustrous
Dull

Natural Growth Defects

Whitish deposits in vessels

Natural Durability

Resistant to termites
Susceptible to insect attack
Durable
Resistant to powder post beetles
Moderately durable
Resistant to marine borers
Non-resistant to powder post beetles
Non-resistant to termites
Durable
Moderately resistant to termite (Isoptera) attack
Moderately durable
Resistant to wood staining fungal attack
Resistant to attack from termites (Isoptera)
Heartwood resistant to dry-wood termites
Heartwood resistant to decay

Odor

Has an odor
Seasoned wood has slight taste but no distinctive odor
Aromatic scent when green

Silica Content

Siliceous

Kiln Schedules

Dry at a slow speed
UK=E US=T6D2/T3D1 Fr=5
Kiln Drying Rate (in days) is rather slow
T6 – D2 (4/4); T3 – D1 (8/4) US

Drying Defects

Splitting
Slight end splitting
Slight surface checking
Warping can be expected
Slight twist/warp
Slight spring/bow
Slight cupping
No surface checking
Moderate twist/warp

Ease of Drying

Fairly Easy
Moderately Difficult to Difficult
Slowly
Easy
Dries slowly with little degrade
Air dries slowly

Kiln Drying Rate

Naturally dries slowly
Slow (18-28 days for boards < 32 mm, to 52-84 days for boards >= 63 mm)

Tree Identification

Bole/stem form is buttressed
Bole/stem form is misshapen
Bole/stem form is straight
Bole/stem form is fluted

Tree Size

Trunk diameter is 100-150 cm
Bole length is 10-20 m
Tree height is 30-40 m
Trunk diameter is 150-200 cm
Sapwood width is 5-10 cm
Bole length is 0-10 m
Bole length is 20-30 m
Sapwood width is 0-5 cm
Trunk diameter is 200-250 cm
Tree height is 40-50 m

Tree size is variable and depends upon species, but it is reported to attain a height of about 130 feet (39 m), with a trunk diameter that may be up to 48 inches (120 cm,) but are more commonly 40 to 75 feet (12 to 23 m) high and 12 to 36 inches (30 to 90 cm). Buttresses, when present, are about 15 to 20 feet (4.5 to 6 m) high, and the tree develops a stem that is straight to irregular.

Comments
General finishing qualities are rated as good

Blunting Effect

Moderate
Little
Blunting effect on machining is moderate
High effect
Blunting effect on machining is slight

Boring

Fair to good results
Fairly easy to very easy
Easy
Difficult

The wood is difficult to bore, and has a tendency to crumble and tear.

Carving

Fair to Good Results
Fairly Easy to Very Easy

Cutting Resistance

Easy to saw
Fairly Difficult to Very Difficult to saw
Cutting Resistance with green wood is easy
Cutting Resistance with dry wood is easy
Low cutting resistance

Gluing

Fairly Easy to Very Easy
Fairly Difficult to Very Difficult

Mortising

Fairly Easy to Very Easy
Fair to Good Results
Easy to mortise

Moulding

Fairly Easy to Very Easy
Fair to Good Results
Easy to mould
Satisfactory moulding results

Movement in Service

Small
Stable

The timber is dimensionally stable after seasoning, and retains its shape well in use.

Nailing

Fairly Difficult to Very Difficult
Pre-Boring Recommended
Fair to Good Results
Poor to Very Poor Results
Easy to nail

Planing

Fairly Easy to Very Easy
Fair to Good Results
Very Good to Excellent Results
Poor to Very Poor Results
Responds satisfactorily to all woodworking operations
Planes to a satisfactory finish
Easy to plane
Cutting edges must be sharpened frequently

Material has a high blunting effect on cutters

Resistance to Impregnation

Resistant heartwood
Resistant sapwood
Heartwood is extremely resistant
Sapwood is permeable
Not responsive to impregnation

The sapwood and heartwood are very difficult to treat with preservatives and are rated as non-responsive

Resistance to Splitting

Good

Response to Hand Tools

Easy to Work
Responds Readily
Easy to machine
Moderate working qualities
Good response to hand tools

Routing & Recessing

Fair to Good Results
Fairly Easy to Very Easy
Routing is easy

Sanding

Fair to Good Results
Fairly Easy to Very Easy
Good sanding qualities
Good sanding finish

Screwing

Fair to Good Results
Pre-boring recommended
Fairly Difficult to Very Difficult
Fairly Easy to Very Easy

Turning

Fairly Easy to Very Easy
Fair to Good Results
Poor results
Easy to turn
Difficult to turn

Veneering Qualities

Veneers easily
Suitable for slicing
Easy to cut
Suitable for slicing
Suitable for peeling
No drying degrade. Dries flat without splitting

Steam Bending

Moderate
Satisfactory
Good

Polishing

Fair to Good Results
Very Good to Excellent Results
Fairly Easy to Very Easy
Satisfactory results
Good results

Staining

Fairly Easy to Very Easy
Fair to Good Results
Very Good to Excellent Results
Finish is generally satisfactory

Varnishing

Fair to Good Results
Fairly Easy to Very Easy

Strength Properties

Modulus of Elasticity (stiffness) = very low
Hardness (side grain) = soft
Bending strength (MOR) = low
Max. crushing strength = medium
Shrinkage, Tangential = moderate
Max. crushing strength = low
Density (dry weight) = 31-37 lbs/cu. ft.
Shrinkage, Radial = very small
Hardness (side grain) = medium
Bending strength (MOR) = medium
Shearing strength (parallel to grain) = very low
Shrinkage, Tangential = small
Shrinkage, Radial = small
Shearing strength (parallel to grain) = medium
Shearing strength (parallel to grain) = low
Density (dry weight) = 46-52 lbs/cu. ft.
Density (dry weight) = 38-45 lbs/cu. ft.

Numerical Data

Item Green Dry English
Bending Strength 8167 11686 psi
Density 35 lbs/ft3
Hardness 1014 lbs
Maximum Crushing Strength 3843 6093 psi
Shearing Strength 1510 psi
Stiffness 1171 1360 1000 psi
Work to Maximum Load 9 10 inch-lbs/in3
Specific Gravity 0.47
Weight 35 35 lbs/ft3
Radial Shrinkage 2 %
Tangential Shrinkage 7 %
Volumetric Shrinkage 11 %
Item Green Dry Metric
Bending Strength 574 821 kg/cm2
Density 560 kg/m3
Hardness 459 kg
Maximum Crushing Strength 270 428 kg/cm2
Shearing Strength 106 kg/cm2
Stiffness 82 95 1000 kg/cm2
Work to Maximum Load 0.63 0.70 cm-kg/cm3
Specific Gravity 0.47
Weight 560 560 kg/m3
Radial Shrinkage 2 %
Tangential Shrinkage 7 %

References
Armstrong, F.H.,1960,The Strength Properties of Timber,Forest Products Research Laboratory, London Bulletin,No.45

Belize,1946,42 Secondary Hardwood Timbers of British Honduras,British Honduras Forest Department Bulletin,No.1

Boone, R.S., C.J. Kozlik, P.J. Bois, E.M. Wengert. 1988. Dry Kiln Schedules for Commercial Hardwoods – Temperate and Tropical. USDA, Forest Service, General Technical Report FPL-GTR-57, Forest Products Laboratory, Madison, Wisconsin.

Brazier, J.D., Franklin, G.L.,1967,An Appraisal of the Wood Characteristics and Potential Uses of some,Nicaraguan Timbers,FAO for Forest Products Research Laboratory, Princes Risborough

Caribbean Commission,1952,Information on properties of timbers gathered by questionnaire and,collated in the secretariat of the Caribbean Commission including some,related data from technical literature.,Caribbean Commission, Port of Spain, Trinidad Caribbean Timbers, their,Utilization and Trade within the area CTUTA/1/Doc.7 + App.1-18

Chudnoff, M.,1984,Tropical Timbers of the World,U.S.A. Department of Agriculture, Forest Service, Forest Products,Laboratory, Madison.

Farmer, R.H.,1972,Handbook of Hardwoods,HMSO

Flores Rodriguez, L.J.,1969,Description Caracteristicas y usos de 25 Maderas tropicales,Mexicanas,Camera Nacional de la Industria de la Construccion Serie Maderas de Mexico

Forest Products Research Laboratory, U.K.,1938,The Properties of Cramtree. Guinea excelsa H.B.K. from British Honduras,Forest Products Research Laboratory, Princes Risborough Project 22,Investigation 25 pp12

Forest Products Research Laboratory, U.K.,1967,The Steam Bending Properties of various timbers,Forest Products Research Laboratory, Princes Risborough, Leaflet,No.45

Forest Products Research Laboratory, U.K.,1969,The Movement of Timbers,Forest Products Research Laboratory, Princes Risborough Technical Note,No.38

Forests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research Establishment

Gomez-Vazquez, B.G.,1981,Wood structure and potential end uses of some lesser known Mexican timber,species,Thesis for Msc. Univ. Wales Bangor

HMSO. 1981. Handbook of Hardwoods, 2nd Edition. Revised by R.H. Farmer, Department of the Environment, Building Research Establishment, Princes Risborough Laboratory, Princes Risborough, Aylesbury, Buckinghamshire.

Lavers, G. M. 1966. The Strength Properties of Timbers. Forest Products Research Bulletin, No. 50. Ministry of Technology, Her Majesty’s Stationery Office, London.

Lavers, G.M.,1983,The Strength Properties of Timber (3rd ed. revised Moore G.L.,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Report (formerly Bulletin No.50)

Marshall, R.C.,1934,Trees of Trinidad and Tobago,Government Printer Port of Spain Trinidad

Marshall, R.C.,1939,Silviculture of the trees of Trinidad and Tobago – British West Indies,O.U.P.,London

Pennington, T.D., Sarukhan, J.,1968,Manual para la Identificacion de campo de los Principales Arboles,Tropicales de Mexico,Inst. Nac. Inv. For. Mexico

Smith, D.N.,1959,The Natural Durability of Timber,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Record,No.30

Swabey, C.,1941,The Principal Timbers of Jamaica,Department of Science and Agriculture Jamaica Bulletin No.29