Loblolly pine
Pinus taeda
Loblolly pine measures 690 lbf on the Janka scale, 47% softer than northern red oak.
- Shortleaf pine has exactly the same Janka figure.
- Across all 155 woods it falls in the bottom fifth for T/R ratio.
- On the Janka scale its nearest neighbours are mountain hemlock at 680 lbf and cucumbertree at 700 lbf.
U.S. hardwoodsU.S. softwoodsImported woodsNorthern red oak
Six measures
Loblolly pineU.S. softwoods medianOther woods
Cupping tendency
1.5429th lowest of 1551.092.90Janka hardness
690 lbf3,069 N53rd softest of 1555th of 37 U.S. softwoods; 38% above the U.S. softwoods median240 lbf3,680 lbfStiffness
1.79 M psi12.3 GPa59th stiffest of 1550.54 M psi4.06 M psiShrinkage across the face
7.4%radial 4.8%59th lowest of 1553.5%12.7%Density
0.470.51 at 12% MC68th lightest of 1550.250.96Bending strength
12,800 psi88.3 MPa78th strongest of 15526% above the U.S. softwoods median4,300 psi29,900 psi
How much it moves
The two directions move almost alike (T/R 1.54), so flatsawn and quartersawn boards differ by only 0.16 in.
0.44 in.
off a 6-inch flatsawn board, green to oven-dry
- Tangential
- 7.4%
- Radial
- 4.8%
- Volume
- 12.3%
- T/R ratio
- 1.54 (29th most stable of 155)
End view, shrinkage drawn 3× life size.
Closest substitutes
- Douglas-fir (Interior West)
4% softer · 2% lighter · shrinks 0.1 points more across the face
- Shortleaf pine
Same hardness · same density · shrinks 0.3 points more across the face
- Douglas-fir (Coast)
3% harder · 4% lighter · shrinks 0.2 points more across the face
Among the pines
5th hardest of 13, lbf; the neighbours either side are shown, the rest are on the pines page.
Laboratory values
| Property | Green | Dry, 12% MC | Change when dried | Metric, 12% MC |
|---|---|---|---|---|
| Side hardness | 450lbf | 690lbf | +53% | 3,069N |
| Modulus of elasticity | 1.40M psi | 1.79M psi | +28% | 12.3GPa |
| Shear parallel to grain | 860psi | 1,390psi | +62% | 9.60MPa |
| Work to maximum load | 8.20in-lbf/in³ | 10.4in-lbf/in³ | +27% | 71.7kJ/m³ |
| Compression parallel to grain | 3,510psi | 7,130psi | +103% | 49.2MPa |
| Tension perpendicular | 260psi | 470psi | +81% | 3.20MPa |
| Compression perpendicular | 390psi | 790psi | +103% | 5.40MPa |
| Impact bending | 30in. | 30in. | ±0% | 762mm |
| Modulus of rupture | 7,300psi | 12,800psi | +75% | 88.3MPa |
Wood Handbook Table 5-3b, Table 4-3. Data & method · Guides