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Blunting Effect
Boring
Comments
Common Names
Common Uses
Countries of Distribution
Distribution Overview
Drying Defects
Ease of Drying
Environmental Profile
Family Name
Grain
Heartwood Color
Kiln Drying Rate
Kiln Schedules
Natural Durability
Numerical Data
Odor
Painting
Planing
Product Sources
References
Regions of Distribution
Resistance to Impregnation
Resistance to Splitting
Response to Hand Tools
Sapwood Color
Scientific Name
Silica Content
Staining
Steam Bending
Strength Properties
Synonyms
Texture
Trade Name
Tree Identification
Tree Size
Turning
Veneering Qualities
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Synonyms
Larix americana
Common Names
Alaska larch, American larch, East canadian larch, Eastern Canadian larch, Eastern larch, Hackmatack, Larch, Tamarack
Regions of Distribution
North America
Countries of Distribution
[VIEW MAP]
Canada, United States
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
Environmental Profile
| Rank of relative endangerment based on number of occurences globally. |
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| May be rare in some parts of its range |
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| Generally widespread, secure, and abundant within most of its range |
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| Data source is Nature Conservancy |
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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.
Heartwood Color
| Brown |
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| Yellow |
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| Black |
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| Orange |
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| Yellow to golden-yellow to orange |
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| Reddish brown |
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| Brown |
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| Yellowish brown |
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| Red |
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Fast grown Tamarack stock may have a reddish brown color.
Sapwood Color
| Green/Grey |
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| Brown |
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| Yellow |
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| White to yellow |
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| Well defined |
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| White |
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Often less than 1 inch (2.54 cm) wide
Grain
| Figure |
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| Growth rings (figure) |
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| Spiral |
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| Distinct (figure) |
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| Straight |
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| Crossed |
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| Interlocked |
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| Clear growth rings (figure) |
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| Spiral |
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| Straight |
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| Distinct figure |
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| Twisted |
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Growth-Rings are conspicuous and there is an abrupt transition from earlywood to latewood.
Texture
| Fine |
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| Stright and closed |
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| Medium coarse to coarse |
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| Fine to medium |
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Natural Durability
| Resistant to marine borers |
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| Moderately durable |
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| Moderately durable |
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| Very durable |
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| Pinworms (ambrosia beetles) are commonly present |
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| Moderately resistant to decay |
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Should be protected with preservatives if it is to be used under high decay hazard conditions.
Odor
| No specific smell or taste |
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Silica Content
Kiln Schedules
| UK=K US=T13C4S/T11D3S - |
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| UK=H US=T10D4S/T8D3S Fr=7 |
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| Schedule K (4/4); United Kingdom |
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| 11 - B3 (4/4); T10 - B3 (8/4) US |
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Drying Defects
| Distortion |
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| Checking |
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| Moderate twist/warp |
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| Slight twist/warp |
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| Slight surface checking |
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| Moderate surface checking |
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Ease of Drying
| Moderately Difficult to Difficult |
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| Fairly Easy |
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| Slowly |
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| Moderate |
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| Easy |
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Kiln Drying Rate
| Naturally dries at a moderate speed |
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Tree Identification
| Bole/stem form is straight |
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| Bole/stem form is cylindrical |
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Tree Size
| Tree height is 30-40 m |
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| Bole length is 20-30 m |
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| Bole length is 10-20 m |
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| Sapwood width is 5-10 cm |
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| Tree height is 20-30 m |
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| Sapwood width is 0-5 cm |
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| Tree height is 40-50 m |
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A deciduous tree reported to have a straight tapering trunk
Product Sources
Current production of timber from Tamarack is small.
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 |
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| Blunting effect on machining is slight |
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| Blunting effect on machining is moderate |
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Boring
| Fair to good results |
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| Fairly easy to very easy |
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Planing
| Fair to Good Results |
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| Very Good to Excellent Results |
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Resistance to Impregnation
| Heartwood is resistant |
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| Heartwood is moderately resistant |
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| Heartwood is highly resistant |
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The timber is difficult to treat with preservatives.
Resistance to Splitting
Response to Hand Tools
| Fairly Difficult to Difficult to Work |
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| Moderate working qualities |
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| Requires considerable care in most operations for good results |
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| Difficult to machine |
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Turning
Veneering Qualities
| There is slight to moderate drying degrade and the potential for buckles and splits |
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| Moderately easy to veneer |
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Steam Bending
Painting
Staining
Strength Properties
| Density (dry weight) = 31-37 lbs/cu. ft. |
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| Max. crushing strength = medium |
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| Shearing strength (parallel to grain) = very low |
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| Modulus of Elasticity (stiffness) = very low |
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| Hardness (side grain) = very soft |
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| Bending strength (MOR) = low |
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| Work to Maximum Load = very low |
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| Modulus of Elasticity (stiffness) = low |
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| Toughness-Hammer drop (Impact Strength) = low |
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| Shrinkage, Tangential = moderate |
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| Density (dry weight) = 38-45 lbs/cu. ft. |
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| Toughness-Hammer drop (Impact Strength) = very low |
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| Toughness (total work) = very low |
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| Toughness (total work) = low |
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| Shrinkage, Tangential = small |
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| Shrinkage, Radial = very small |
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| Shrinkage, Radial = small |
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| Shrinkage, Radial = moderate |
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| Shearing strength (parallel to grain) = low |
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| Max. crushing strength = low |
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| Hardness (side grain) = soft |
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| Density (dry weight) = 23-30 lbs/cu. ft. |
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| Density (dry weight) = 15-22 lbs/cu. ft. |
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| Bending strength (MOR) = medium |
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Numerical Data
| Item | Green | Dry | English |
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| 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 | | % |
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| Item | Green | Dry | Metric |
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| Bending Strength | 482 | 755 | kg/cm2 |
| Crushing Strength | 27 | 60 | kg/cm2 |
| Density | | 544 | kg/m3 |
| Hardness | | 238 | kg |
| Impact Strength | 73 | 55 | cm |
| Maximum Crushing Strength | 247 | 452 | kg/cm2 |
| Shearing Strength | | 81 | kg/cm2 |
| Static Bending | 199 | 454 | kg/cm2 |
| Stiffness | 83 | 98 | 1000 kg/cm2 |
| Toughness | | 149 | cm-kg |
| Work to Maximum Load | 0.49 | 0.56 | cm-kg/cm3 |
| Specific Gravity | 0.45 | 0.5 | |
| Weight | 560 | 528 | kg/m3 |
| Radial Shrinkage | 2 | | % |
| Tangential Shrinkage | 6 | | % |
References
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, London
Brown, W.H.,1978,Timbers of the World: - No.7 North America,TRADA
Canadian 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. London
Dallimore, W. and Jackson, A. Bruce,1966,A Handbook of Coniferae and Ginkgoaceae Fourth Ed. Revised by S.G.,Harrison,Edward Arnold (Publishers) Ltd. London
Forest Products Research Laboratory U.K.,1957,A Handbook of Softwoods,Department of Scientific and Industrial Research Forest Products Research,HMSO
Forest Products Research Laboratory, U.K.,1945,A Handbook of Empire Timbers,Department of Scientific and Industrial Research Forest Products Research
Howard, 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 Cutting
Johnstone, W.F. and Carpenter, E.M.,1985,American Woods - Tamarack,USDA, Forest Service American Woods FS-268
Little, 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.479
Mullins, E.J. and McKnight, T.S.,1981,Canadian Woods Their Properties and Uses,University of Toronto Press 3rd Edition
Panshin, 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 Press
Record, S.J., Hess, R.W.,1943,Timbers of the New World,Yale University Press
Takahashi, 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.4
Titmuss, F.H.,1965,Commercial Timbers of the World,Technical Press Ltd., London, 3rd edition
U.S.D.A. Forest Service,1974,Wood Handbook,U.S.A. Department of Agriculture, Forest Service Handbook,72
USDA. 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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