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Black spruce
Black spruce (Picea mariana)

Family: Pinaceae

Common names: Black spruce, Bog spruce, Canadian spruce, Eastern spruce, Shortleaf black spruce, Spruce, Swamp spruce

Distributed in: Canada, United States (North America)

Distribution overview: The species is one of the most widely distributed conifers in North America. It occurs across North America from the northern limits of Alaska and British Columbia, east to Labrador, south to New Jersey, and west to Minnesota. It is found in coniferous forests, usually in pure stands, and prefers to grow in wet soils and bogs, including peats, clays, and loams, and grows at altitudes of 2000 to 5000 feet (615 to 1524 m).

Common uses: Agricultural implements, Boat building (general), Boat building, Boxes and crates, Cabinetmaking, Canoes, Casks, Concrete formwork, Drum sticks, Fiber moulded products, Food containers, Furniture, Hardboards, Heavy construction, Insulating boards, Ladders, Lifeboats, Light construction, Millwork, Mine timbers, Musical instruments , Musical instruments, Musical instruments: piano, Oars, Organ pipes, Packing cases, Pallets, Particleboard, Piano keys, Pianos , Plywood, Pulp/Paper products, Pulpwood, Round timbers, Shipbuilding, Sounding boards, Vehicle parts, Violin bows, Violin, Xylophones

Product sources: Although wood produced by Black spruce is generally stronger than that of White spruce (P. glauca), timber from the two species, together with that from Red spruce (P. rubens), are often mixed and marketed as Eastern spruce since they are too similar to separate.

Environment profile: Widespread

Tree size: Tree height is 30-40 m

Colors: the heart isYellow, Yellow to golden-yellow to orangeand the sapwoodWhite, Yellow.The grain isStraight, the textureMediumand the lusterLustrous

Natural durability: Should not be used under high decay hazard conditions without proper protection , Susceptible to insect attack

Odor: Very fine

Kiln Schedules: UK=K US=T11B4/T10B3

Drying Defects: Discoloration, Splitting

Ease of Drying: Moderate shrinkage

Blunting Effect: Moderate

Boring: Good (75+ pieces out of 100 will yield good to excellent results)

Carving: Fairly Easy to Very Easy

Cutting Resistance: Easy to saw

Gluing: Very good properties

Mortising: good

Moulding: Moulds well (70+ % of pieces will yield good to excellent )

Movement in Service: Moulds well (70+ % of pieces will yield good to excellent )

Nailing: Nails hold poorly, Very Good to Excellent

Planing: Responds fairly well to planing.

Resistance to Impregnation: Very difficult to penetrate with preservatives.

Response to hand tools: Fairly Difficult to Difficult to Work

Routing recessing: Fairly Easy to Very Easy

Sanding: Fairly Easy to Very Easy

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

Steam bending: Unsuitable

Screwing: Very Good to Excellent Results, Very good screw holding qualities; Turning: Good results

Painting: Satisfactory; Polishing: Fair to Good; Staining: Fair to Good; Varnishing: Fair to Good;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity 0,35 0,37
Density 464 kg/m3
Bending Strength 389 661 kg/cm2
Crushing Strength 17 40 kg/cm2
Hardness 191 kg
Impact Strength 60 58 cm
Shearing Strength 74 kg/cm2
Stiffness 83 100 1000 kg/cm2
Tangential Shrinkage 7 %
Radial Shrinkage 4 %
Weight 464 448 kg/m3
Maximum Load 0,42 0,56 cm-kg/cm3
Toughness 149 cm-kg
Static Bending 213 392 kg/cm2
Item Green Dry English
Bending Strength 5542 9406 psi
Crushing Strength 250 573 psi
Density 29 lbs/ft3
Hardness 422 lbs
Impact Strength 24 23 inches
Maximum Crushing Strength 2509 4853 psi
Shearing Strength 1065 psi
Static Bending 3038 5586 psi
Stiffness 1184 1435 1000 psi
Toughness 130 inch-lbs
Work to Maximum Load 6 8 inch-lbs/in3
Specific Gravity 0.35 0.37
Weight 29 28 lbs/ft3
Radial Shrinkage 4 %
Tangential Shrinkage 7 %
Volumetric Shrinkage 11 %

31-37 lbs/cu. ft.
Work to Maximum Load = very low
Shearing strength (parallel to grain) = very low
Modulus of Elasticity (stiffness) = very low
Low
Hardness (side grain) = very soft
Density (dry weight) = 23-30 lbs/cu. ft.
Toughness-Hammer drop (Impact Strength) = very low
Low
Low
Toughness (total work) = very low
Shrinkage, Tangential = moderate
Shrinkage, Radial = moderate
Mor/Bending strength = very low
Medium
Max. crushing strength = very low
Low
Low
Trength properties are moderate, but the timber has above average stiffness. It has medium bending strength in the air-dry condition (about 12 percent moisture content). Compression strength parallel to grain, or maximum crushing strength, is also medium. The wood is soft, and surfaces may dent easily. Weight is about average. Resin from both Red and Black spruce is the source of spruce gum, predecessor of modern chewing gum. The young leafy twigs of the tree were also a source of spruce beer, after boiling and adding flavoring and sugar.

Boone, R.S., C.J. Kozlik, P.J. Bois and E.M. Wengert. 1988. Dry Kiln Schedules for Commercial Woods: Temperate and Tropical. United States Department of Agriculture, Forest Service, Forest Products Laboratory, General Technical Report FPL-GTR-57, 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.Dallimore, 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,HMSOHoward, 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 CuttingLittle, 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 EditionOstrander, M.D.,1974,American Woods Eastern Spruce,USDA, Forest Service American Woods FS-263Panshin, A.J. and C. deZeeuw. 1980. Textbook of Wood Technology, 4th Edition. McGraw-Hill Series in Forest Resources. McGraw-Hill Book Company, New York.Titmuss, 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, 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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