Scientific Name
Tsuga canadensis
Trade Name
Eastern hemlock
Family Name
Pinaceae
Common Names
American hemlock, Canada hemlock, Canadian hemlock, Common hemlock, Eastern hemlock, Hemlock, Hemlock spruce, Spruce pine, White hemlock
Regions of Distribution
North America
Countries of Distribution [VIEW MAP]
Canada, United States
Common Uses
Agricultural implements, Beams, Boxes and crates, Building construction, Building materials, Cabin construction, Casks, Concrete formwork, Construction, Decks, Domestic flooring, Factory construction, Factory flooring, Flooring, Form work, Foundation posts, Framing, Heavy construction, Joinery, Joists, Light construction, Millwork, Packing cases, Pallets, Piling, Plywood, Poles, Porch columns, Pulp/Paper products, Pulpwood, Rafters, Railroad cars, Railroad ties, Roofing, Rough construction, Shakes, Shingles, Siding, Sub-flooring, Toys, Vehicle parts
Environmental Profile
Abundant/Secure | ||||||||||||
May be rare in some parts of its range | ||||||||||||
Generally widespread, secure, and abundant within most of its range | ||||||||||||
Data source is Nature Conservancy |
Believed to be threatened by the Hemlock Woolly Adelgid
Distribution Overview
Eastern hemlock occurs in Canada, from Nova Scotia to southwestern Ontario. In the United States it is distributed in Alabama, Connecticut, Delaware, Georgia, Kentucky, Massachusetts, Maryland, Maine, Michigan, North Carolina, Great Smoky Mountain National Park, Minnesota, New Hampshire, New Jersey, New York, Ohio, Pennsylvania, Rhode Island, South Carolina, Tennessee, Virginia, Vermont, Indiana, Wisconsin, and West Virginia. The tree grows in acid soils in moist cool valleys and rock outcrops, particularly north-facing bluffs. It is often found in pure stands.
Heartwood Color
Brown | ||||||||||||
Red | ||||||||||||
Pale brown | ||||||||||||
Red | ||||||||||||
Yellow to golden-yellow to orange | ||||||||||||
Reddish brown | ||||||||||||
White to cream | ||||||||||||
Light brown | ||||||||||||
Buff |
Wood often has a red tinge in the latewood region of the growth ring
Sapwood Color
Brown | ||||||||||||
Red | ||||||||||||
Paler than heartwood | ||||||||||||
Same as heartwood | ||||||||||||
Color not distinct from heartwood |
Grain
Figure | ||||||||||||
Growth rings (figure) | ||||||||||||
Other (figure) | ||||||||||||
Interlocked | ||||||||||||
Crossed | ||||||||||||
Distinct (figure) | ||||||||||||
Spiral |
Clear growth rings (figure) | ||||||||||||
Other figure | ||||||||||||
Twisted | ||||||||||||
Spiral | ||||||||||||
Interlocked | ||||||||||||
Generally straight, but may be somewhat uneven | ||||||||||||
Distinct and very fine figure |
Texture
Coarse | ||||||||||||
Medium coarse to coarse | ||||||||||||
Medium | ||||||||||||
Fine |
Growth rings are distinct, but not conspicuous.
Natural Growth Defects
Compression wood, shakes and cross-grain are common.
Natural Durability
Non-durable | ||||||||||||
Non durable | ||||||||||||
Very little natural resistance | ||||||||||||
Susceptible to attack from termites (Isoptera) | ||||||||||||
Pinworms (ambrosia beetles) are commonly present | ||||||||||||
Durable |
Eastern hemlock has very little natural resistance to decay and should not be used under conditions that promote decay. The wood is reported to turn light gray with a moderate sheen upon prolonged exposure to the weather.
Odor
No specific taste | ||||||||||||
Freshly milled wood has a sour or rancid odor |
Kiln Schedules
T12 – C4 (4/4); T11 – C3 (8/4) US | ||||||||||||
Schedule K (4/4) United Kingdom/T12 – C4 (4/4); T11 – C3 (8/4) US | ||||||||||||
Schedule K (4/4) United Kingdom |
Drying Defects
Severe twisting/warping |
Wetwood and compression wood may cause degrades such as, uneven moisture content, warp, and ring shakes during drying.
Ease of Drying
Rapidly | ||||||||||||
Fairly Easy | ||||||||||||
Difficult | ||||||||||||
Moderate | ||||||||||||
Moderate shrinkage |
Tree Size
Tree height is 30-40 m | ||||||||||||
Tree height is 40-50 m | ||||||||||||
Tree height is 50-60 m | ||||||||||||
Tree height is 60-70 m | ||||||||||||
Tree height is greater than 70 m |
This shade and ornamental tree is the state tree of Pennsylvania
Product Sources
Supplies of hemlock in the United States and Canada are, however, excellent. The wood compares favorably with Lodgepine pine (Pinus contorta) for certain applications, but costs about half the price of lodgepole pine.
Gluing
Fair to Good Results | ||||||||||||
Fairly Easy to Very Easy | ||||||||||||
Easy to glue |
The timber is reported to bond well with various types of common commercial adhesives.
Nailing
Holds satisfactorily | ||||||||||||
Tends to split during nailing | ||||||||||||
Holds nails well |
Planing
Difficult to plane | ||||||||||||
Planes to a poor finish |
Resistance to Impregnation
Heartwood is resistant | ||||||||||||
Heartwood is moderately resistant | ||||||||||||
Difficult to treat with preservatives |
Resistance to Splitting
Poor |
Response to Hand Tools
Moderate working qualities | ||||||||||||
Difficult to machine | ||||||||||||
Poor machining qualities | ||||||||||||
Easy to machine |
Veneering Qualities
Drying degrade is often moderate to severe, with collapse, buckles, and splilts | ||||||||||||
Diifficult to veneer |
Painting
Satisfactory results | ||||||||||||
Fairly good painting properties |
Staining
Finish is generally good |
Strength Properties
Density (dry weight) = 23-30 lbs/cu. ft. | ||||||||||||
Work to Maximum Load = very low | ||||||||||||
Modulus of Elasticity (stiffness) = very low | ||||||||||||
Max. crushing strength = medium | ||||||||||||
Hardness (side grain) = very soft | ||||||||||||
Bending strength (MOR) = low | ||||||||||||
Shrinkage, Radial = very small | ||||||||||||
Shearing strength (parallel to grain) = very low | ||||||||||||
Shrinkage, Tangential = very small | ||||||||||||
Shrinkage, Tangential = moderate | ||||||||||||
Max. crushing strength = low | ||||||||||||
Density (dry weight) = 31-37 lbs/cu. ft. | ||||||||||||
Bending strength (MOR) = very low |
Hemlock is described as one of the hardest softwoods, and is usually available in long clear lengths. Compared to Western hemlock, Eastern hemlock is brashy and brittle, and does not respond as well to machining operations
Numerical Data
Item | Green | Dry | English |
Bending Strength | 5958 | 8706 | psi |
Crushing Strength | 372 | 627 | psi |
Density | 26 | lbs/ft3 | |
Hardness | 412 | lbs | |
Impact Strength | 22 | 18 | inches |
Maximum Crushing Strength | 3359 | 5720 | psi |
Shearing Strength | 980 | psi | |
Static Bending | 3430 | 5684 | psi |
Stiffness | 1081 | 1216 | 1000 psi |
Work to Maximum Load | 6 | 7 | inch-lbs/in3 |
Specific Gravity | 0.37 | 0.39 | |
Weight | 26 | 23 | lbs/ft3 |
Radial Shrinkage | 2 | % | |
Tangential Shrinkage | 6 | % | |
Volumetric Shrinkage | 10 | % | |
Item | Green | Dry | Metric |
Bending Strength | 418 | 612 | kg/cm2 |
Crushing Strength | 26 | 44 | kg/cm2 |
Density | 416 | kg/m3 | |
Hardness | 186 | kg | |
Impact Strength | 55 | 45 | cm |
Maximum Crushing Strength | 236 | 402 | kg/cm2 |
Shearing Strength | 68 | kg/cm2 | |
Static Bending | 241 | 399 | kg/cm2 |
Stiffness | 76 | 85 | 1000 kg/cm2 |
Work to Maximum Load | 0.42 | 0.49 | cm-kg/cm3 |
Specific Gravity | 0.37 | 0.39 | |
Weight | 416 | 368 | kg/m3 |
Radial Shrinkage | 2 | % | |
Tangential Shrinkage | 6 | % |
References
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Brisbin, R.L.,1970,American Woods – Eastern Hemlock,USDA, Forest Service American Woods FS-239
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
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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.,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
Kaiser, J. 1990. Wood of the Month – Hemlock: The Hardworking Softwood. Wood of the Month Annual, Supplement to Wood and Wood Products, September, 1990. Page 12A.
Little, E.L. 1980. The Audubon Society Field Guide to North American Trees – Eastern 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. 1980. Textbook of Wood Technology, 4th Edition. 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
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, 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.
Wolcott, G.N.,1950,An Index to the Termite Resistance of Woods,Agricultural Experimental Station, University of Puerto Rico Bulletin,No.85