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Tamarack
Tamarack (Larix laricina)

Family: Pinaceae

Common names: Alaska larch, American larch, East canadian larch, Eastern Canadian larch, Eastern larch, Hackmatack, Larch, Tamarack

Distributed in: Canada, United States (North America)

Distribution overview: Tamarack has one of the widest ranges of all North American conifers. Its main range extends from Newfoundland and Labrador west along the northern limit of trees, and across the Continental Divide in northern Yukon Territory; then south in the Mackenzie River drainage to northeastern British Columbia and central Alberta; and east to southern Manitoba, southern Minnesota, southern Wisconsin, extreme northeastern Illinois, northern Indiana, northern Ohio, northern Pennsylvania, northern New Jersey, northern Connecticut, and Maine. It also grows locally in the mountains of northern West Virginia and adjacent western Maryland. A major disjunct area of tamarack is found in interior Alaska, in the Yukon and Kuskokwim River basins between the Brooks Range on the north and the Alaska Range on the south; three minor areas are near the Alaska-Yukon border. Prefers wet, peaty soils of bogs and swamps, but is also found in drier upland loamy soils.

Common uses: Boat building (general), Boat building: planking, Boxes and crates, Building construction, Casks, Construction, Flooring, Foundation posts, Fuelwood, Furniture, Heavy construction, Joinery (external): ground contact, Light construction, Mine timbers, Novelties, Packing cases, Pallets, Piling, Poles, Posts, Pulp/Paper products, Pulpwood, Railroad ties, Rough construction, Stakes, Utility poles, Vats, Wharf construction

Product sources: Current production of timber from Tamarack is small.

Environment profile: Rank of relative endangerment based on number of occurences globally.

Tree size: Tree height is 40-50 m

Colors: the heart isYellow to golden-yellow to orange, Yellowish brownand the sapwoodWhite to yellow, Yellow.The grain isTwisted, the textureStright and closed

Natural durability: Resistant to marine borers, Very durable

Odor: No specific smell or taste

Silica Content: Siliceous

Kiln Schedules: UK=K US=T13C4S/T11D3S -

Kiln Drying Rate: Naturally dries at a moderate speed

Drying Defects: Slight surface checking, Slight twist/warp

Ease of Drying: Slowly

Tree Identification: Bole/stem form is straight

Comments: Tamarack or Eastern larch is occasionally confused with Western larch but the two can be separated by the color of the heartwood, which is generally yellowish brown in tamarack and russet- or reddish brown in western larch

Blunting Effect: High to severe

Boring: Fairly easy to very easy

Planing: Very Good to Excellent

Resistance to Impregnation: Heartwood is resistant

Resistance to Splitting: Poor

Response to hand tools: Requires considerable care in most operations for good results

Veneering qualities: Moderately easy to veneer, There is slight to moderate drying degrade and the potential for buckles and splits

Steam bending: Moderate

Turning: Difficult to turn

Painting: Poor; Staining: Poor;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity 0,45 0,5
Density 544 kg/m3
Bending Strength 482 755 kg/cm2
Crushing Strength 27 60 kg/cm2
Hardness 238 kg
Impact Strength 73 55 cm
Shearing Strength 81 kg/cm2
Stiffness 83 98 1000 kg/cm2
Tangential Shrinkage 6 %
Radial Shrinkage 2 %
Weight 560 528 kg/m3
Maximum Load 0,49 0,56 cm-kg/cm3
Toughness 149 cm-kg
Static Bending 199 454 kg/cm2
Item Green Dry English
Bending Strength 6869 10750 psi
Crushing Strength 397 867 psi
Density 34 lbs/ft3
Hardness 526 lbs
Impact Strength 29 22 inches
Maximum Crushing Strength 3519 6443 psi
Shearing Strength 1159 psi
Static Bending 2842 6468 psi
Stiffness 1191 1404 1000 psi
Toughness 130 inch-lbs
Work to Maximum Load 7 8 inch-lbs/in3
Specific Gravity 0.45 0.5
Weight 35 33 lbs/ft3
Radial Shrinkage 2 %
Tangential Shrinkage 6 %
Volumetric Shrinkage 11 %

Density (dry weight) = 31-37 lbs/cu. ft.
Max. crushing strength = medium
Shearing strength (parallel to grain) = very low
Modulus of Elasticity (stiffness) = very low
Hardness (side grain) = very soft
Bending strength (MOR) = low
Work to Maximum Load = very low
Modulus of Elasticity (stiffness) = low
Toughness-Hammer drop (Impact Strength) = low
Shrinkage, Tangential = moderate
Density (dry weight) = 38-45 lbs/cu. ft.
Toughness-Hammer drop (Impact Strength) = very low
Toughness (total work) = very low
Toughness (total work) = low
Shrinkage, Tangential = small
Shrinkage, Radial = very small
Shrinkage, Radial = small
Shrinkage, Radial = moderate
Shearing strength (parallel to grain) = low
Max. crushing strength = low
Hardness (side grain) = soft
Density (dry weight) = 23-30 lbs/cu. ft.
Density (dry weight) = 15-22 lbs/cu. ft.
Bending strength (MOR) = medium

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.Brown, H.P. and Panshin, A.J.,1940,Commercial Timbers of the United States Their structure, identification,,properties and uses,McGraw-Hill, LondonBrown, W.H.,1978,Timbers of the World: - No.7 North America,TRADACanadian Forestry Service. 1981.Canadian Woods - Their Properties and Uses. Third Edition. E.J. Mullins and T.S. McKnight, Editors. Published by University of Toronto Press, Toronto, Canada.Clifford, N.,1957,Timber Identification for the Builder and Architect,Leonard Hill (Books) LTD. LondonDallimore, W. and Jackson, A. Bruce,1966,A Handbook of Coniferae and Ginkgoaceae Fourth Ed. Revised by S.G.,Harrison,Edward Arnold (Publishers) Ltd. LondonForest Products Research Laboratory U.K.,1957,A Handbook of Softwoods,Department of Scientific and Industrial Research Forest Products Research,HMSOForest Products Research Laboratory, U.K.,1945,A Handbook of Empire Timbers,Department of Scientific and Industrial Research Forest Products ResearchHoward, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.I.U.F.R.O.,1973,Veneer Species of the World,Assembled at F.P.L. Madison on behalf of I.U.F.R.O. Working Party on,Slicing and Veneer CuttingJohnstone, W.F. and Carpenter, E.M.,1985,American Woods - Tamarack,USDA, Forest Service American Woods FS-268Little, E.L.1980.The Audobon Society Field Guide to North American Trees - Western Region.Published by Arthur A. Knopf, New York.Markwardt, L.J., Wilson, T.R.C.,1935,Strength and related properties of woods grown in the United States,U.S.A. Department of Agriculture Technical Bulletin,No.479Mullins, E.J. and McKnight, T.S.,1981,Canadian Woods Their Properties and Uses,University of Toronto Press 3rd EditionPanshin, A.J. and C. deZeeuw. Textbook of Wood Technology. McGraw-Hill Series in Forest Resources. McGraw-Hill Book Company, New York.Patterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical PressRecord, S.J., Hess, R.W.,1943,Timbers of the New World,Yale University PressTakahashi, A.,1975,Compilation of data on the Mechanical Properties of Foreign Woods (Part 2,Central and South America,Shimane University, Japan, Research Report on Foreign Wood No.4Titmuss, F.H.,1965,Commercial Timbers of the World,Technical Press Ltd., London, 3rd editionU.S.D.A. Forest Service,1974,Wood Handbook,U.S.A. Department of Agriculture, Forest Service Handbook,72USDA. 1987. Wood Handbook : Wood as an Engineering Material. United States Department of Agriculture, Forest Service, Agriculture Handbook No. 72.Forest Products Laboratory, Madison, Wisconsin.USDA. 1988. Dry Kiln Operators Manual, Preliminary Copy. Forest Service, Forest Products Laboratory, Madison, Wisconsin.
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