Larix laricina (Tamarack)


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Scientific Name
Larix laricina

Trade Name
Tamarack

Family Name
Pinaceae

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.
May be rare in some parts of its range
Generally widespread, secure, and abundant within most of its range
Data source is Nature Conservancy

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
Yellow
Black
Orange
Yellow to golden-yellow to orange
Reddish brown
Brown
Yellowish brown
Red

Fast grown Tamarack stock may have a reddish brown color.

Sapwood Color

Green/Grey
Brown
Yellow
White to yellow
Well defined
White

Often less than 1 inch (2.54 cm) wide

Grain

Figure
Growth rings (figure)
Spiral
Distinct (figure)
Straight
Crossed
Even
Interlocked

 

Clear growth rings (figure)
Spiral
Straight
Distinct figure
Twisted

Growth-Rings are conspicuous and there is an abrupt transition from earlywood to latewood.

Texture

Fine
Stright and closed
Medium coarse to coarse
Fine to medium

Natural Durability

Resistant to marine borers
Moderately durable
Moderately durable
Very durable
Pinworms (ambrosia beetles) are commonly present
Moderately resistant to decay

Should be protected with preservatives if it is to be used under high decay hazard conditions.

Odor

No specific smell or taste

Silica Content

Siliceous
High

Kiln Schedules

UK=K US=T13C4S/T11D3S –
UK=H US=T10D4S/T8D3S Fr=7
Schedule K (4/4); United Kingdom
11 – B3 (4/4); T10 – B3 (8/4) US

Drying Defects

Distortion
Checking
Moderate twist/warp
Slight twist/warp
Slight surface checking
Moderate surface checking

Ease of Drying

Moderately Difficult to Difficult
Fairly Easy
Slowly
Moderate
Easy

Kiln Drying Rate

Naturally dries at a moderate speed

Tree Identification

Bole/stem form is straight
Bole/stem form is cylindrical

Tree Size

Tree height is 30-40 m
Bole length is 20-30 m
Bole length is 10-20 m
Sapwood width is 5-10 cm
Tree height is 20-30 m
Sapwood width is 0-5 cm
Tree height is 40-50 m

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
Blunting effect on machining is slight
Blunting effect on machining is moderate

Boring

Fair to good results
Fairly easy to very easy

Planing

Fair to Good Results
Very Good to Excellent Results

Resistance to Impregnation

Heartwood is resistant
Heartwood is moderately resistant
Heartwood is highly resistant

The timber is difficult to treat with preservatives.

Resistance to Splitting

Poor

Response to Hand Tools

Fairly Difficult to Difficult to Work
Moderate working qualities
Requires considerable care in most operations for good results
Difficult to machine

Turning

Difficult to turn

Veneering Qualities

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

Steam Bending

Moderate

Painting

Poor results

Staining

Poor results

Strength Properties

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

Numerical Data

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 %
Item Green Dry Metric
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.