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<BODY>FOR-9</CS> <BR></CS>A LANDOWNER'S GUIDE: MEASURING FARM TIMBER =
<BR>ISSUED:=20
7-76 <BR>REVISED: 9-86 <BR>D.H. Graves=20
<P><SPACER size=3D"50" type=3D"horizontal">The volume of timber products =
in the farm=20
woodland is often an unknown quantity, yet it is of great importance for =

inventory, management plans, investment evaluation and timber sales.=20
<P>Units of Measure <BR><SPACER size=3D"50" type=3D"horizontal">All =
products are=20
measured by some unit. Farm woodland products have many common units of =
measure,=20
described in the following paragraphs. A thorough understanding of the =
unit used=20
in the sale of any product is extremely important. Such understanding =
may help=20
bring a greater financial return and should minimize the chances of=20
misunderstanding a sale agreement's terms.=20
<P>Piece <BR><SPACER size=3D"50" type=3D"horizontal">The piece is the =
simplest unit=20
of measure, yet there are usually certain specifications involved which =
should=20
be thoroughly understood before any timber cutting is started. Such=20
specifications cover acceptable diameters, lengths, species, defects and =
other=20
variables which may set up several grades of a product. Poles, piling, =
fence=20
posts, railroad ties, and in many cases, mine props, are sold by the =
piece.=20
Sample specifications for Southern Pine Poles are shown in Appendix A.=20
Specifications for other piece products may be more or less detailed; =
however,=20
in general the same factors are involved.=20
<P>Tight Cooperage Units <BR><SPACER size=3D"50" =
type=3D"horizontal">Some variation=20
of methods may be found in measurement of the tree or bolts which are =
considered=20
for cooperage products. Only trees of the white oak group are suitable =
for this=20
use. White oak is preferred; however, bur oak, swamp white oak, swamp =
chestnut=20
oak, overcup oak and chinkapin oak are commonly accepted. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">The stave bolt <A=20
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00115.gif">(Fig. =
1)</A> is=20
usually the basic rough product. The bolt is split from a section of the =
tree=20
trunk which has been cut approximately 39 inches in length. Measurement =
is taken=20
from outer corner of sapwood to the opposite outer corner of sapwood (B =
to B).=20
Thus a bolt measuring 12 inches across from outer corner to the opposite =
outer=20
corner of sapwood would contain 1 bolt-foot. Smaller bolts would contain =

proportionately less and larger ones more. Sample specifications for =
stave and=20
heading bolts are given in Appendix B. In general, stave bolts measuring =
12=20
inches across the outside are preferred with a range of from 6 inches to =
16=20
inches accepted. Bolts must also have a certain range of radial or =
heartwood=20
thickness (C to C). Some buyers set this measurement as ranging from 5 =
to 8=20
inches. <BR><SPACER size=3D"50" type=3D"horizontal">Regional practice in =
measuring=20
by the bolt-foot varies as to whether the measurement is made from outer =
corner=20
to sapwood to opposite corner or sapwood (B to B), or from outer corner =
of=20
heartwood to the opposite outer corner of heartwood (A to A). =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Stave bolts are graded as suitable for =
bourbon or=20
oil staves. Bourbon-grade bolts must have clear, straight-grained =
heartwood. No=20
defects such as worm holes, dote or shake are allowed unless the defect =
location=20
is such that it would be removed in the end-trimming, edging or jointing =
of the=20
staves. Oil-grade bolts allow a few small defects, such as one or two =
tight pin=20
knots, a slight waviness of the grain and more sapwood. A minimum =
heartwood=20
thickness of 4 to 5 inches is usually allowable in this grade. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Heading bolts follow the same pattern in =
grades and=20
sizes except that the bolt length is 24 inches. Trees larger than 24 =
inches in=20
diameter should be worked up into such bolts. Many stave companies do =
not=20
advocate trees less than 12 inches in diameter for either stave or =
heading=20
bolts. <BR><SPACER size=3D"50" type=3D"horizontal">A variation from =
using the bolt=20
foot measure as previously described is found in the practice of =
estimating the=20
board foot contents of the portion of the tree suitable for stave bolts. =
In this=20
case a thousand board foot log or tree scale is assumed to be the =
equivalent of=20
100 bolt-feet, or a quantity of staves that would make 10 barrels. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Another variation sometimes found is the =
custom of=20
piling stave bolts in a rick 4 ft high and 8 ft long, face measure. A =
rick of=20
this size (stave bolts) is estimated the equivalent of 500 bd ft, tree =
scale, or=20
50 bolt feet, or 5 barrels. <BR><SPACER size=3D"50" =
type=3D"horizontal">Heading=20
bolts are usually measured by the rick (24" x 4' x 8').=20
<P>Lineal Foot <BR><SPACER size=3D"50" type=3D"horizontal">Piling, poles =
and=20
sometimes mine props in tree lengths are sold locally by lineal measure. =
As in=20
piece products, there are usually specifications as to species, diameter =
limits=20
and permissible defects.=20
<P>Weight <BR><SPACER size=3D"50" type=3D"horizontal">Some companies buy =
mine props,=20
pulpwood or pallet logs at so much per ton, green weight. Here again, =
the unit=20
of measurement is correlated with specifications as to species, diameter =
limits=20
and permissible defects.=20
<P>Cord Measure <BR><SPACER size=3D"50" type=3D"horizontal">This unit is =
useful in=20
determining the measure of a stack or pile of wood, particularly when =
the value=20
of the individual piece is not large enough to justify measurement of =
it. By=20
custom, when this form of measurement is used, all sticks in the pile =
are cut to=20
approximately the same length, and a face measurement of 4 ft high and 8 =
ft long=20
is a cord. <BR><SPACER size=3D"50" type=3D"horizontal">The standard cord =
is set as a=20
unit equivalent to a pile of wood 4 ft high, 8 ft long and 4 ft deep, =
having a=20
displacement of 126 cu ft <A=20
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00116.gif">(Fig. =
2)</A>.=20
<BR><SPACER size=3D"50" type=3D"horizontal">Fire wood is usually cut in =
16 or 18=20
inch lengths and is sold in pile units of 4 ft high and 8 ft long. This=20
so-called firewood cord is actually only a third of a standard cord. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Pulpwood and acid wood (chestnut) sticks =
are cut 5=20
ft and 5 1/2 ft long respectively, and the "cord" has the same face =
measurement,=20
4 x 8 ft. Displacement of the pulpwood cord is therefore 4 x 8 x 5 ft or =
160 cu=20
ft and the acid wood cord is 4 x 8 x 51/2 ft or 176 cu ft. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">The actual solid wood content of any pile of wood is =
dependent=20
on care in piling and on surface irregularities of the individual =
sticks. The=20
solid cube contents of a standard cord vary from 60 cu ft for limb wood, =
tops=20
and small diameter material to 100 cu ft for large, smooth, straight and =
regular=20
logs and bolts.=20
<P>Board Foot <BR><SPACER size=3D"50" type=3D"horizontal">The board foot =
is the most=20
commonly used unit of measure for standing trees, logs and lumber. It is =
a unit=20
1 inch thick, 12 inches wide and 1 ft long. To determine the number of =
board=20
feet in any rectangular piece of wood the formula is: <BR>Board feet =3D =
The=20
quantity thickness in inches times width in inches, divided by 12, times =
the=20
length in feet. <BR>1" x 8" x 16' would therefore be computed: =
<BR>&nbsp;=20
<TABLE>
  <TBODY>
  <TR>
    <TD>Bd ft =3D</TD>
    <TD>
      <CENTER><U>(1 x 8)</U> <BR>12</CENTER></TD>
    <TD>x 16 =3D</TD>
    <TD>
      <CENTER><U>2</U> <BR>3</CENTER></TD>
    <TD>x 16 =3D 10 2/3</TD></TR></TBODY></TABLE>
<P><SPACER size=3D"50" type=3D"horizontal">In general, rough lumber less =
than 1 inch=20
thick is computed as an inch. Rough lumber more than 1 inch thick is =
computed to=20
the nearest full quarter inch. Thus a board 1 3/8 inches thick would be =
computed=20
at 6/4 inch. Widths are usually taken to the nearest full inch. Some =
slight=20
variations in thickness and widths by size classes are allowed in =
grading but=20
are beyond the scope of this discussion. Likewise, the finished sizes in =

thickness and width are not covered. The board foot content in various =
common=20
sizes of lumber is given in Table 1. For sizes not listed, use =
combinations of=20
given sizes. Thus a 4 x 6 inch piece is the same as two 2 x 6's. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">The volume of a log in terms of board =
feet is=20
determined by a log rule. A log rule is merely a tabulation of the board =
foot=20
volume in logs of various diameters and lengths (Table 2). The log rule =
seeks to=20
give the volume of sawed lumber that could be cut from a log after =
allowing for=20
milling losses in sawdust and slabs and edgings. <BR><SPACER size=3D"50" =

type=3D"horizontal">Log rules have been based on a mathematical formula, =
diagrams=20
and actual mill tallies. Since different people have different ideas on =
how the=20
slab and edging and sawdust deduction should be handled, many different =
log=20
rules have been constructed and used in various sections of the country. =
The=20
International log rule, based on a 1/4 inch saw kerf, is considered to =
give=20
values consistently closest to the actual sawed content of sound, =
straight logs=20
of all sizes. The values given in Table 2 are based on one-inch lumber.=20
<BR><SPACER size=3D"50" type=3D"horizontal">For a "rule of thumb," the =
formula=20
(D-1)(D-1) x (L/20) will give fairly close results with D equaling the =
small-end=20
diameter of the log in inches and L equaling the length of the log in =
feet. Thus=20
the board foot volume of a log with a small-end diameter of 14 inches =
and a=20
length of 12 ft would be: <BR>&nbsp;=20
<TABLE>
  <TBODY>
  <TR>
    <TD>(14 - 1)(14 - 1) x</TD>
    <TD>
      <CENTER><U>12</U> <BR>20</CENTER></TD>
    <TD>=3D (13)(13) x .6 =3D 169 x .6 =3D 101.4 bd =
ft</TD></TR></TBODY></TABLE>
<P><SPACER size=3D"50" type=3D"horizontal">When measuring the small-end =
diameter of=20
a log, take the average diameter inside bark to the nearest full inch. =
Length is=20
measured in feet and is to the nearest full foot plus about 4 inches for =

trimming allowance. Thus a 12-ft log length must measure at least 12 ft, =
4=20
inches.=20
<P><B>Table 1 .--Board Foot Contents of Lumber</B>=20
<TABLE border=3D1 width=3D"81%">
  <TBODY>
  <TR vAlign=3Dbottom>
    <TD rowSpan=3D3><B>Thickness</B> <BR><B>and width</B> =
<BR><B>(inches)</B></TD>
    <TD colSpan=3D7>
      <CENTER><B>Board length in feet&nbsp;</B></CENTER></TD></TR>
  <TR>
    <TD><B>8</B></TD>
    <TD><B>10</B></TD>
    <TD><B>12</B></TD>
    <TD><B>14</B></TD>
    <TD><B>16</B></TD>
    <TD><B>18</B></TD>
    <TD><B>20</B></TD></TR>
  <TR>
    <TD colSpan=3D7>
      <CENTER><B>Board foot content</B></CENTER></TD></TR>
  <TR>
    <TD>1 x 2</TD>
    <TD>1 1/3</TD>
    <TD>1 2/3</TD>
    <TD>2</TD>
    <TD>2 1/3</TD>
    <TD>2 2/3</TD>
    <TD>3</TD>
    <TD>3 1/3</TD></TR>
  <TR>
    <TD>1 x 3</TD>
    <TD>2</TD>
    <TD>2 1/2</TD>
    <TD>3</TD>
    <TD>3 1/2</TD>
    <TD>4</TD>
    <TD>4 1/2</TD>
    <TD>5</TD></TR>
  <TR>
    <TD>1 x 4</TD>
    <TD>2 2/3</TD>
    <TD>3 1/2</TD>
    <TD>4</TD>
    <TD>4 2/3</TD>
    <TD>5 1/3</TD>
    <TD>6</TD>
    <TD>6 2/3</TD></TR>
  <TR>
    <TD>1 x 5</TD>
    <TD>3 1/3</TD>
    <TD>4 1/6</TD>
    <TD>5</TD>
    <TD>5 5/6</TD>
    <TD>5 2/3</TD>
    <TD>7 1/2</TD>
    <TD>8 1/3</TD></TR>
  <TR>
    <TD>1 x 6</TD>
    <TD>4</TD>
    <TD>5</TD>
    <TD>6</TD>
    <TD>7</TD>
    <TD>8</TD>
    <TD>9</TD>
    <TD>10</TD></TR>
  <TR>
    <TD>1 x 7</TD>
    <TD>4 2/3</TD>
    <TD>5 5/6</TD>
    <TD>7</TD>
    <TD>8 1/6</TD>
    <TD>9 1/3</TD>
    <TD>10 1/2</TD>
    <TD>11 2/3</TD></TR>
  <TR>
    <TD>1 x 8</TD>
    <TD>5 1/3</TD>
    <TD>6 2/3</TD>
    <TD>8</TD>
    <TD>9 1/3</TD>
    <TD>10 2/3</TD>
    <TD>12</TD>
    <TD>13 1/3</TD></TR>
  <TR>
    <TD>1 x 10</TD>
    <TD>6 2/3</TD>
    <TD>8 1/3</TD>
    <TD>10</TD>
    <TD>11 2/3</TD>
    <TD>13 1/3</TD>
    <TD>15</TD>
    <TD>16 2/3</TD></TR>
  <TR>
    <TD>1 x 12</TD>
    <TD>8</TD>
    <TD>10</TD>
    <TD>12</TD>
    <TD>14</TD>
    <TD>16</TD>
    <TD>18</TD>
    <TD>20</TD></TR>
  <TR>
    <TD>1 1/4 x 4</TD>
    <TD>3 1/3</TD>
    <TD>4 1/6</TD>
    <TD>5</TD>
    <TD>5 5/6</TD>
    <TD>6 2/3</TD>
    <TD>7 1/2</TD>
    <TD>8 1/3</TD></TR>
  <TR>
    <TD>1 1/4 x 6</TD>
    <TD>5</TD>
    <TD>6 1/4</TD>
    <TD>71/2</TD>
    <TD>8 3/4</TD>
    <TD>10</TD>
    <TD>11 1/4</TD>
    <TD>12 1/2</TD></TR>
  <TR>
    <TD>1 1/4 x 8</TD>
    <TD>6 2/3</TD>
    <TD>8 1/3</TD>
    <TD>10</TD>
    <TD>11 2/3</TD>
    <TD>13 1/3</TD>
    <TD>15</TD>
    <TD>16 2/3</TD></TR>
  <TR>
    <TD>1 1/2 x 4</TD>
    <TD>4</TD>
    <TD>5</TD>
    <TD>6</TD>
    <TD>7</TD>
    <TD>8</TD>
    <TD>9</TD>
    <TD>10</TD></TR>
  <TR>
    <TD>1 1/2 x 6</TD>
    <TD>6</TD>
    <TD>7 1/2</TD>
    <TD>9</TD>
    <TD>10 1/2</TD>
    <TD>12</TD>
    <TD>13 1/2</TD>
    <TD>15</TD></TR>
  <TR>
    <TD>1 1/2 x 8</TD>
    <TD>8</TD>
    <TD>10</TD>
    <TD>12</TD>
    <TD>14</TD>
    <TD>16</TD>
    <TD>18</TD>
    <TD>20</TD></TR>
  <TR>
    <TD>2 x 4</TD>
    <TD>5 1/3</TD>
    <TD>6 2/3</TD>
    <TD>8</TD>
    <TD>9 1/3</TD>
    <TD>10 2/3</TD>
    <TD>12</TD>
    <TD>13 1/3</TD></TR>
  <TR>
    <TD>2 x 6</TD>
    <TD>8</TD>
    <TD>10</TD>
    <TD>12</TD>
    <TD>14</TD>
    <TD>16</TD>
    <TD>18</TD>
    <TD>20</TD></TR>
  <TR>
    <TD>2 x 8</TD>
    <TD>10 2/3</TD>
    <TD>11 1/3</TD>
    <TD>16</TD>
    <TD>18 2/3</TD>
    <TD>21 1/3</TD>
    <TD>24</TD>
    <TD>26 2/3</TD></TR>
  <TR>
    <TD>2 x 10</TD>
    <TD>13 1/3</TD>
    <TD>16 2/3</TD>
    <TD>20</TD>
    <TD>23 1/3</TD>
    <TD>26 2/3</TD>
    <TD>30</TD>
    <TD>33 1/3</TD></TR>
  <TR>
    <TD>2 x 12</TD>
    <TD>16</TD>
    <TD>20</TD>
    <TD>24</TD>
    <TD>28</TD>
    <TD>32</TD>
    <TD>36</TD>
    <TD>40</TD></TR>
  <TR>
    <TD>2 1/2 x 12</TD>
    <TD>20</TD>
    <TD>25</TD>
    <TD>30</TD>
    <TD>35</TD>
    <TD>40</TD>
    <TD>45</TD>
    <TD>50</TD></TR>
  <TR>
    <TD>3 x 6</TD>
    <TD>12</TD>
    <TD>15</TD>
    <TD>18</TD>
    <TD>21</TD>
    <TD>24</TD>
    <TD>27</TD>
    <TD>30</TD></TR>
  <TR>
    <TD>3 x 8</TD>
    <TD>16</TD>
    <TD>20</TD>
    <TD>24</TD>
    <TD>28</TD>
    <TD>32</TD>
    <TD>36</TD>
    <TD>40</TD></TR>
  <TR>
    <TD>3 x 10</TD>
    <TD>20</TD>
    <TD>25</TD>
    <TD>30</TD>
    <TD>35</TD>
    <TD>40</TD>
    <TD>45</TD>
    <TD>50</TD></TR>
  <TR>
    <TD>3 x 12</TD>
    <TD>24</TD>
    <TD>30</TD>
    <TD>36</TD>
    <TD>42</TD>
    <TD>48</TD>
    <TD>54</TD>
    <TD>60</TD></TR>
  <TR>
    <TD>4 x 4</TD>
    <TD>10 2/3</TD>
    <TD>13 1/3</TD>
    <TD>16</TD>
    <TD>18 2/3</TD>
    <TD>21 1/3</TD>
    <TD>24</TD>
    <TD>26 2/3</TD></TR>
  <TR>
    <TD>6 x 6</TD>
    <TD>24</TD>
    <TD>30</TD>
    <TD>36</TD>
    <TD>42</TD>
    <TD>48</TD>
    <TD>54</TD>
    <TD>60</TD></TR></TBODY></TABLE>
<P><B>Table 2.--International Log Rules. 1/4" Saw Kerf.</B>=20
<TABLE border=3D1 width=3D"68%">
  <TBODY>
  <TR>
    <TD rowSpan=3D3><B>Log diameter</B> <BR><B>at small end</B>=20
      <BR><B>(inches)</B></TD>
    <TD colSpan=3D5>
      <CENTER><B>Log lengths in feet</B></CENTER></TD></TR>
  <TR>
    <TD><B>8</B></TD>
    <TD><B>10</B></TD>
    <TD><B>12</B></TD>
    <TD><B>14</B></TD>
    <TD><B>16</B></TD></TR>
  <TR>
    <TD colSpan=3D5>
      <CENTER><B>Volume in board feet</B></CENTER></TD></TR>
  <TR>
    <TD>8</TD>
    <TD>15</TD>
    <TD>20</TD>
    <TD>25</TD>
    <TD>35</TD>
    <TD>40</TD></TR>
  <TR>
    <TD>9</TD>
    <TD>20</TD>
    <TD>30</TD>
    <TD>35</TD>
    <TD>45</TD>
    <TD>50</TD></TR>
  <TR>
    <TD>10</TD>
    <TD>30</TD>
    <TD>35</TD>
    <TD>45</TD>
    <TD>55</TD>
    <TD>65</TD></TR>
  <TR>
    <TD>11</TD>
    <TD>35</TD>
    <TD>45</TD>
    <TD>55</TD>
    <TD>70</TD>
    <TD>80</TD></TR>
  <TR>
    <TD>12</TD>
    <TD>45</TD>
    <TD>55</TD>
    <TD>70</TD>
    <TD>85</TD>
    <TD>95</TD></TR>
  <TR>
    <TD>13</TD>
    <TD>55</TD>
    <TD>70</TD>
    <TD>85</TD>
    <TD>100</TD>
    <TD>115</TD></TR>
  <TR>
    <TD>14</TD>
    <TD>65</TD>
    <TD>80</TD>
    <TD>100</TD>
    <TD>115</TD>
    <TD>135</TD></TR>
  <TR>
    <TD>15</TD>
    <TD>75</TD>
    <TD>95</TD>
    <TD>115</TD>
    <TD>135</TD>
    <TD>160</TD></TR>
  <TR>
    <TD>16</TD>
    <TD>85</TD>
    <TD>110</TD>
    <TD>130</TD>
    <TD>155</TD>
    <TD>180</TD></TR>
  <TR>
    <TD>17</TD>
    <TD>95</TD>
    <TD>125</TD>
    <TD>150</TD>
    <TD>180</TD>
    <TD>205</TD></TR>
  <TR>
    <TD>18</TD>
    <TD>110</TD>
    <TD>140</TD>
    <TD>170</TD>
    <TD>200</TD>
    <TD>230</TD></TR>
  <TR>
    <TD>19</TD>
    <TD>125</TD>
    <TD>155</TD>
    <TD>190</TD>
    <TD>225</TD>
    <TD>260</TD></TR>
  <TR>
    <TD>20</TD>
    <TD>135</TD>
    <TD>175</TD>
    <TD>210</TD>
    <TD>250</TD>
    <TD>290</TD></TR>
  <TR>
    <TD>21</TD>
    <TD>155</TD>
    <TD>195</TD>
    <TD>235</TD>
    <TD>280</TD>
    <TD>320</TD></TR>
  <TR>
    <TD>22</TD>
    <TD>170</TD>
    <TD>215</TD>
    <TD>260</TD>
    <TD>305</TD>
    <TD>355</TD></TR>
  <TR>
    <TD>23</TD>
    <TD>185</TD>
    <TD>235</TD>
    <TD>285</TD>
    <TD>335</TD>
    <TD>390</TD></TR>
  <TR>
    <TD>24</TD>
    <TD>205</TD>
    <TD>255</TD>
    <TD>310</TD>
    <TD>370</TD>
    <TD>425</TD></TR>
  <TR>
    <TD>25</TD>
    <TD>220</TD>
    <TD>280</TD>
    <TD>340</TD>
    <TD>400</TD>
    <TD>460</TD></TR>
  <TR>
    <TD>26</TD>
    <TD>240</TD>
    <TD>305</TD>
    <TD>370</TD>
    <TD>435</TD>
    <TD>500</TD></TR>
  <TR>
    <TD>27</TD>
    <TD>260</TD>
    <TD>330</TD>
    <TD>400</TD>
    <TD>470</TD>
    <TD>540</TD></TR>
  <TR>
    <TD>28</TD>
    <TD>280</TD>
    <TD>355</TD>
    <TD>430</TD>
    <TD>510</TD>
    <TD>585</TD></TR>
  <TR>
    <TD>29</TD>
    <TD>305</TD>
    <TD>385</TD>
    <TD>465</TD>
    <TD>545</TD>
    <TD>630</TD></TR>
  <TR>
    <TD>30</TD>
    <TD>325</TD>
    <TD>410</TD>
    <TD>495</TD>
    <TD>585</TD>
    <TD>675</TD></TR>
  <TR>
    <TD>32</TD>
    <TD>375</TD>
    <TD>470</TD>
    <TD>570</TD>
    <TD>670</TD>
    <TD>770</TD></TR>
  <TR>
    <TD>34</TD>
    <TD>425</TD>
    <TD>535</TD>
    <TD>645</TD>
    <TD>760</TD>
    <TD>875</TD></TR>
  <TR>
    <TD>36</TD>
    <TD>475</TD>
    <TD>600</TD>
    <TD>725</TD>
    <TD>855</TD>
    <TD>980</TD></TR>
  <TR>
    <TD>38</TD>
    <TD>535</TD>
    <TD>670</TD>
    <TD>810</TD>
    <TD>955</TD>
    <TD>1095</TD></TR>
  <TR>
    <TD>40</TD>
    <TD>595</TD>
    <TD>750</TD>
    <TD>900</TD>
    <TD>1060</TD>
    <TD>1220</TD></TR></TBODY></TABLE>
<P>Defects <BR><SPACER size=3D"50" type=3D"horizontal">Any condition =
that will cause=20
a reduction in the quantity of lumber that might otherwise be cut out of =
a log=20
is considered a defect. Thus rot, cracks or splits, crook or sweep, and =
similar=20
conditions which cause an actual reduction in the scaled contents of a =
tree or=20
log, are defects. Conditions that cause a lowering of grade only, such =
as stain,=20
are not considered defects in log-scaling practice. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">To warrant a deduction, the defect must penetrate =
into the=20
central cylinder as determined by the small-end diameter (inside bark) =
less one=20
inch, extended the length of the log. Thus a surface defect at the butt =
or large=20
end of the log must be deep enough to penetrate into the central =
cylinder, and=20
only the depth of penetration into the cylinder is considered as the =
depth of=20
the defect. Defects can be classified as <BR>=95<SPACER size=3D"50"=20
type=3D"horizontal">end and surface <BR>=95<SPACER size=3D"50"=20
type=3D"horizontal">center <BR>=95<SPACER size=3D"50" =
type=3D"horizontal">crook and=20
sweep <BR>=95<SPACER size=3D"50" type=3D"horizontal">uniform surface =
<BR>=95<SPACER=20
size=3D"50" type=3D"horizontal">cracks and splits <BR>=95<SPACER =
size=3D"50"=20
type=3D"horizontal">shake=20
<P><SPACER size=3D"50" type=3D"horizontal">The method most commonly =
used, and=20
described in textbooks treating with timber measurements, boxes in the =
defective=20
area and determines its volume in board feet by use of the formula:=20
<P>Deduction =3D (D x W x L)/15=20
<P>In this formula, D equals the depth or thickness in inches, W equals =
the=20
width in inches, and L equals the length in feet of the defect. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">An alternate method of computing =
deduction for=20
defects has been outlined by L.R. Grosenbaugh of the U.S. Forest Service =

(Southern Forest Experiment Station Occasional Paper #126, pp. 14-15) in =
which a=20
percent deduction from the gross scale is computed. In general, the =
deductions=20
by this method are less than those in similar cases computed by the =
formula D x=20
W x L divided by 15. Since this formula admittedly imposes a heavy =
penalty for=20
defective portions, the alternate method should have merit in localities =
where a=20
high standard of utilization of the log contents is possible. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Procedure for calculating deduction for =
end or=20
surface defects is given as follows:=20
<P>1.&nbsp;<SPACER size=3D"50" type=3D"horizontal">Enclose the defect =
cross-section=20
in an ellipse. <BR>2.&nbsp;<SPACER size=3D"50" =
type=3D"horizontal">Measure the short=20
and long dimension of the ellipse. Add 1 inch to each. <BR>3.<SPACER =
size=3D"50"=20
type=3D"horizontal">Determine the ratio of each increased dimension to =
the log=20
diameter less 1 inch. Round off to the nearest tenth (Table 3). =
<BR>4.<SPACER=20
size=3D"50" type=3D"horizontal">Estimate the length of the defect and =
determine the=20
ratio of defect length to the log length. Round off to the nearest tenth =
(Table=20
3). <BR>5.<SPACER size=3D"50" type=3D"horizontal">Multiply the three =
ratios=20
together. The result is the proportion to be deducted from the gross =
scale for=20
the defect.=20
<P><B>Table 3.--Ratio of Defect Dimension to Log Dimension</B>=20
<TABLE border=3D1 cols=3D16>
  <TBODY>
  <TR>
    <TD><B>Log</B> <BR><B>Dimension</B></TD>
    <TD colSpan=3D15>
      <CENTER><B>Defect Dimension</B></CENTER></TD></TR>
  <TR>
    <TD><B>1</B></TD>
    <TD><B>2</B></TD>
    <TD><B>3</B></TD>
    <TD><B>4</B></TD>
    <TD><B>5</B></TD>
    <TD><B>6</B></TD>
    <TD><B>7</B></TD>
    <TD><B>8</B></TD>
    <TD><B>9</B></TD>
    <TD><B>10</B></TD>
    <TD><B>11</B></TD>
    <TD><B>12</B></TD>
    <TD><B>13</B></TD>
    <TD><B>14</B></TD>
    <TD><B>15</B></TD>
    <TD><B>16</B></TD></TR>
  <TR>
    <TD>8</TD>
    <TD>.1</TD>
    <TD>.25</TD>
    <TD>.4</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>9</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>10</TD>
    <TD>1</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>11</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>12</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.25</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>13</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>14</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>15</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>16</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.25</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>17</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>18</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>19</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>20</TD>
    <TD>.1</TD>
    <TD>.15</TD>
    <TD>.2</TD>
    <TD>.25</TD>
    <TD>.3</TD>
    <TD>.35</TD>
    <TD>.4</TD>
    <TD>.45</TD>
    <TD>.5</TD>
    <TD>.55</TD></TR>
  <TR>
    <TD>21</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>22</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>23</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>24</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.25</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>25</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>26</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>27</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>28</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.25</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.5</TD></TR>
  <TR>
    <TD>29</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.6</TD></TR>
  <TR>
    <TD>30</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.1</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.2</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.3</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.4</TD>
    <TD>.5</TD>
    <TD>.5</TD>
    <TD>.5</TD></TR></TBODY></TABLE>
<P><SPACER size=3D"50" type=3D"horizontal">Examples of the various kinds =
of defects=20
together with sample calculations are shown in the following cases.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00117.gif">Case =
l.--Butt=20
rot in a log 18 inches in diameter and 16 ft long.</A> <BR>Formula =
Method=20
<BR><SPACER size=3D"50" type=3D"horizontal">The dimension of the defect =
as shown are=20
5 inches thick by 9 inches wide by 4 ft long. In all cases involving a =
rotten=20
area, 1 inch is added to the thickness and width measurement to make =
sure the=20
defective area is enclosed. Use of the formula would then give:=20
<P>Deduction =3D=20
<P>((5+ l) x (9+ l) x 4)/15 =3D (6 x 10 x 4)/15 =3D 16 bd ft=20
<P>With a gross scale of 230 bd ft as found in Table 2, the net scale of =
the log=20
is 230 - 16 or 214 bd ft.=20
<P>Grosenbaugh Method <BR><SPACER size=3D"50" type=3D"horizontal">As =
Step 1, the=20
cross-section of the defect can be enclosed in an ellipse. Following =
through=20
with Step 2, the short and long dimensions are 5 inches and 9 inches=20
respectively; adding 1 inch to each, and dividing by the log diameter - =
1 (Step=20
3) we get:=20
<P>(5 + 1)/(18 - 1) =3D 6/17 =3D .3 <BR>(9 + 1)/18 - 1) =3D 10/17 =3D .6 =

<P><SPACER size=3D"50" type=3D"horizontal">In Step 4, we note that the =
length of the=20
defect is 4 ft. This expressed as a ratio of the length is 4/16 or .25. =
Step 5=20
consists of multiplying the three ratios together (. 3 x .6 x .25), =
giving .045,=20
which to the nearest unit percent is 5. This is the proportionate =
deduction for=20
the defect from the gross scale of the log, or .05 x 230 =3D 11.5 or 12 =
bd ft. The=20
net scale thus is 230 - 12 or 218 bd ft.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00118.gif">Case =

2.--Surface defect in a log 18 inches in diameter at the small end, 24 =
inches in=20
diameter at the large end and 16 ft long.</A> <BR>Formula Method =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Again, the defect thickness, width and =
length can be=20
determined. In this case, the defect is in the butt end of the log and =
only that=20
portion of the defect which is in a central cylinder of the log's =
small-end=20
diameter less 1 inch is subject to deduction. The total depth of the =
defect as=20
given in the sketch is 8 inches, of which 5 inches lie in the central =
cylinder.=20
The width is given as 7 inches. Length is estimated at 3 ft. <BR><SPACER =

size=3D"50" type=3D"horizontal">Use of the formula would give:=20
<P>Deduction =3D <BR>((4+ l) x (7+ l) x 3)/15 =3D (5 x 8 x 3)/15 =3D 8 =
bd ft=20
<P>With a gross scale of 230 bd ft, the net scale is 230 - 8 or 222 bd =
ft.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00119.gif">Case =

2a.--Surface defect in a log 18 inches in diameter at the small end, 23 =
inches=20
in diameter at the large end and 16 ft long.</A> <BR>Grosenbaugh Method=20
<BR><SPACER size=3D"50" type=3D"horizontal">Again the defect =
cross-section and=20
length can be estimated. In this case the defect is at the butt of the =
log and=20
all of the defective area is deductible except that occurring in the =
peripheral=20
half-inch which is the slab collar. Depth of the defect as illustrated =
in Fig. 5=20
is 8 inches, width is 7 inches and the length is 3 ft.=20
<P><SPACER size=3D"50" type=3D"horizontal">Computations would then be: =
<BR>(7 1/2 +=20
1)/17 =3D .5; (7 + 1)/17 =3D .5; and 3/16 =3D .2=20
<P>Proportionate deduction for the defect would then be .5 x .5 x .2 or =
.05.=20
Five percent of 230 is 11.5 or 12 ft. The net scale of the log would =
then be 230=20
- 12 or 218 bd ft.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00120.gif">Case =

3.--Center or heart rot in a log 18 inches in diameter and 16 ft =
long.</A>=20
<BR>Formula Method <BR><SPACER size=3D"50" type=3D"horizontal">With a =
defect of this=20
type the procedure involves averaging the defect dimensions of small and =
large=20
ends of the log to get an average defect cross-section. Since the =
defective area=20
showing at both ends is roughly circular, thickness and width in this =
case are=20
the same. Adapted to the basic formula, the computation is given as =
follows:=20
<P>((5 + 1) + (8 + 1))/2 =3D 15/2 =3D 7.5" average diameter of defect =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Deduction =3D (7.5 x 7.5 x 16)/15 =3D 60 =
bd ft 15=20
<P>The net scale of this log would be 230 - 60 or 170 bd ft.=20
<P>Grosenbaugh Method <BR><SPACER size=3D"50" =
type=3D"horizontal">Procedure in this=20
case is slightly different, but involves the same principles as in cases =
1 and=20
2a. The rot in this case is almost circular in cross-section. Long and =
short=20
dimensions are thus the same. The deduction percentage is computed for =
each half=20
length of the log to compensate for change in dimension of the defect. =
For the=20
butt half of the log, the cross-section dimensions of the defect are 8 =
inches=20
and 8 inches. These, in terms of a percentage of the small-end diameter =
less one=20
inch, are 9/17 and 9/17 or .5 and .5. The length of 8 ft is 50% of the =
log=20
length, or .5. <BR><SPACER size=3D"50" type=3D"horizontal">Deduction for =
defect in=20
the butt half of the log is thus .5 x .5 x .5 or 13%. Procedure for the =
other=20
half of the log is the same except that the defect cross-section is 5 =
inches.=20
Computations for this half of the log (.4 x .4 x .5) give 8% as the =
deduction.=20
Adding the two deductions gives 21% as the total deduction from the =
gross scale;=20
.21 x 230 =3D 48.3 bd ft. The gross scale would then be 230 - 48, or 182 =
bd ft.=20
<P><SPACER size=3D"50" type=3D"horizontal">A short cut in the =
computations involved=20
would be: <BR>1.&nbsp;<SPACER size=3D"50" type=3D"horizontal">square and =
defect=20
cross-section percentages for large and small ends of the log;=20
<BR>2.&nbsp;<SPACER size=3D"50" type=3D"horizontal">add results; and =
<BR>3.<SPACER=20
size=3D"50" type=3D"horizontal">divide by 2.=20
<P>Thus: <BR>1.<SPACER size=3D"50" type=3D"horizontal">.5 x .5 =3D .25 =
and .4 x .4=20
=3D.16; <BR>2.<SPACER size=3D"50" type=3D"horizontal">.25 and .16, added =
together,=20
equals .41; <BR>3.<SPACER size=3D"50" type=3D"horizontal">.41/2 =3D .21 =
or 21%.=20
<BR>This short cut follows the same procedure as does the more detailed=20
computation.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00121.gif">Case =

4.--Shake.</A> <BR><SPACER size=3D"50" type=3D"horizontal">Shake is a =
condition=20
where one or more growth rings are loose from adjacent wood. It may =
extend=20
entirely around the ring or only for a few inches. Areas having only a =
limited=20
amount of shake can be considered as having a center defect and standard =

procedure followed. In some cases, however, where the shake extends =
completely=20
around the ring, and where a sizeable core of wood 6 inches or more in =
diameter=20
remains in the center as illustrated in sketch, the procedure is =
modified to=20
allow salvage of the sound center. <BR><SPACER size=3D"50"=20
type=3D"horizontal">Figure 7 shows an 18 inch diameter log, 16 ft long =
with a=20
shake zone extending completely around the annual rings and about 1 inch =
thick.=20
The outside dimensions of the shake zone average 9 inches at the small =
end of=20
the log, and 12 inches at the butt end. There is a sound core of 7 =
inches in=20
diameter (small end).=20
<P>Formula Method <BR><SPACER size=3D"50" =
type=3D"horizontal">Computations would be=20
as follows: <BR>((9 + 1 ) + ( 12 + 1 ))/2 =3D 23/2 =3D 11.5 average =
diameter of=20
shake <BR>Deduction =3D (11.5 x 11.5 x 16)/15 =3D 2116/15 =3D 141 bd ft =
<BR>if the=20
entire center were shakey. In this case, however, a 7 inch sound core is =

equivalent to a 7 inch log, 16 ft long. The scale of such a log, using =
the rule=20
of thumb, is=20
<P>(D - 1)(D - 1) x L/20, is (6)(6) x 16/20, or 29 bd ft. <BR>Thus, the=20
deduction for Case 4 would be 141 - 29 or 112 bd ft. The net scale would =
then be=20
230 - 112 or 118 bd ft. Except for the log of a valuable species, such a =

deduction of approximately 50% would cause the log to be a cull.=20
<P>Grosenbaugh Method <BR><SPACER size=3D"50" =
type=3D"horizontal">Computations would=20
be as follows: <BR>10/17 =3D .6, .6 x .6 =3D .36 <BR>13/17 =3D .8, .8 x =
.8 =3D .64=20
<BR>(.36 + .64)/2 =3D .50 or 50% initial deduction <BR>If the gross =
scale of the=20
log is 230 bd ft, the initial deduction would be .50 x 230, or 115 bd =
ft. This=20
however is less the scale of the sound core. A 7 inch by 16 ft log will =
scale=20
out approximately 29 bd ft. Thus, 115 bd ft less 29 bd ft is 86 bd ft, =
which is=20
the deduction for this defect.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00122.gif">Case =

5.--Rotten sapwood or any condition which is surface in nature and can =
be=20
confined to a collar or uniform thickness.</A> <BR><SPACER size=3D"50"=20
type=3D"horizontal">In Figure 8 the log's defective portion is estimated =
to be 2=20
inches thick. The log is 18 inches in diameter at the small end. =
Procedure in=20
this case is to reduce the diameter by twice the average thickness of =
the=20
defective sheath and scale as a 14-inch diameter log. The net scale =
would thus=20
be 135 bd ft.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00123.gif">Case =
6.--Crack=20
or Splits.</A> <BR><SPACER size=3D"50" type=3D"horizontal">If the log is =

straight-grained, the defect can be enclosed in an area having =
thickness, width=20
and length, and the standard procedure followed. If, however, the log =
has spiral=20
grain, the defect is best enclosed in a sector of the log. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">In Figure 9 a crack spirals along the log's length =
and extends=20
in approximately to the log center. The sector which enclosed the defect =
is=20
equivalent to 1/4 of the log volume, or a 25% deduction from the gross =
scale.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00124.gif">Case =
7.--Sweep=20
in a log 18 inches in diameter and 16 ft long.</A> <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">Sweep is a curve in the log. When the sweep occurs =
in one=20
place, the actual deviation of the log center from a line connecting the =
center=20
point at each end is considered the measurement of the sweep(s). =
Deduction=20
percentage for sweep is obtained by use of the formula:=20
<P>Proportion deducted =3D S - 2/(Scaling diameter of log) <BR>In case =
of a sweep=20
of 6 inches in the log diagrammed above, the deduction percentage would =
be=20
computed as (6 - 2)/18 or 4/18 or 22%. In terms of board feet this would =
be .22=20
x 230 or 51, and the net scale 230 - 51 or 179 bd ft.=20
<P><A href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00125.gif">Case =
8.--Crook=20
in a log 18 inches in diameter and 16 ft long.</A> <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">Crook is a sharp bend in a log while sweep has a =
rather=20
uniform curvature along the log length. Measurements of the magnitude of =
the=20
crook are taken as indicated in Figure 11. The deduction is then =
computed by the=20
rule:=20
<P>Proportion deducted =3D=20
<P>(sideways measurement of crook)/(scaling diameter of log) x (length =
of log=20
affected)/(log length) <BR>Computation of deduction in Case 8 would be:=20
<P>Proportion deducted =3D (9)/18 x (4)/16 =3D .50 x .25 =3D 12 1/2% =
<BR>12.5 % of 230=20
is 29 bd ft. The net scale for this case is then 230 - 29 or 201 bd ft.=20
<P>Measurement of Log or Tree Dimensions and Equipment Used <BR>Logs =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Measurements are taken of the average =
small-end=20
diameter (inside bark) and of the length. A common yardstick or any =
scale=20
graduated in inches can be used. When measuring the diameter, be careful =
to get=20
the average measurement, since many logs are not exactly round. Length =
is=20
measured in feet to the nearest full foot plus about 4 inches for =
trimming=20
allowance. With a diameter and a length measurement, the volume of the =
log in=20
board feet can be obtained by consulting a log rule (Table 2).=20
<P>Standing Trees--Diameter Measurements <BR><SPACER size=3D"50"=20
type=3D"horizontal">Measurement is customarily made of tree diameter =
(outside=20
bark) at D.B.H. (Diameter at Breast Height). This point is standardized =
at 4 1/2=20
ft above ground level. <BR><SPACER size=3D"50" =
type=3D"horizontal">Perhaps the=20
simplest and most consistently accurate method of measuring the diameter =
of a=20
standing tree is to measure the circumference by stretching a tape =
measure=20
around the tree, and then divide the reading by 3. To be strictly =
accurate, the=20
reading should be divided by 3.1416; however, the approximate diameter =
obtained=20
by dividing by 3 is within the standards of accuracy usually required.=20
<BR><SPACER size=3D"50" type=3D"horizontal">Calipers and the Biltmore =
scale can also=20
be used if available. The principle of the Biltmore scale follows:=20
<P><A =
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00126.gif">(Figure=20
12)</A>=20
<P>The lines AB' and AE represent diverging lines of sight when a person =
looks=20
at the side of a tree. B'C' or D/2 is a radius of the circle (tree =
diameter). CD=20
is the proportionate measurement that would be included on a stick held=20
horizontally against the tree. AB or a would represent the distance the =
stick=20
was held from the eye. Angles ABC and AB'C' are right angles and thus =
triangles=20
ABC and AB'C' are similar. From this relationship, an initial proportion =
can be=20
set up=20
<P>CB/AB =3D C'B'/AB'=20
<P>Simplifying this proportion in terms of a and D (reach and diameter) =
we can=20
derive the following formula:=20
<P>S =3D a(D)(D)/(a + D)=20
<P>In the above formula, a equals the reach, which for the average =
person will=20
be 25 inches, and D represents a particular diameter. S is then the =
scale=20
measurement (line CD) for the particular diameter used. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">For example, the graduation, (S) for a 10 inch =
diameter and a=20
25 inch reach (a) would be computed as follows:=20
<P>S =3D (25 x (10)(10))/(25 + 10) =3D 2500/35 =3D 71.43+(square root) =
=3D 8.45+"=20
<P><SPACER size=3D"50" type=3D"horizontal">Graduations for other =
diameters can be=20
computed in a similar fashion. In case of a longer or shorter reach than =
the=20
standard 25 inches, the value of a in the formula can be changed to =
whatever is=20
considered a normal reach. A table of graduations for a 25 inch reach is =
given=20
in Table 4.=20
<P><B>Table 4.--Biltmore Scale Graduations (25 inch reach.)</B>=20
<TABLE border=3D1>
  <TBODY>
  <TR>
    <TD><B>Diameter</B></TD>
    <TD><B>Scale gradation</B> <BR><B>to the nearest</B> <BR><B>1/10 of =
an=20
      inch</B></TD></TR>
  <TR>
    <TD></TD>
    <TD><B>inches</B></TD></TR>
  <TR>
    <TD>8</TD>
    <TD>7.0</TD></TR>
  <TR>
    <TD>10</TD>
    <TD>8.5</TD></TR>
  <TR>
    <TD>12</TD>
    <TD>9.8</TD></TR>
  <TR>
    <TD>14</TD>
    <TD>11.2</TD></TR>
  <TR>
    <TD>16</TD>
    <TD>12.5</TD></TR>
  <TR>
    <TD>18</TD>
    <TD>13.7</TD></TR>
  <TR>
    <TD>20</TD>
    <TD>14.9</TD></TR>
  <TR>
    <TD>22</TD>
    <TD>16.1</TD></TR>
  <TR>
    <TD>24</TD>
    <TD>17.1</TD></TR>
  <TR>
    <TD>26</TD>
    <TD>18.2</TD></TR>
  <TR>
    <TD>28</TD>
    <TD>19.2</TD></TR>
  <TR>
    <TD>30</TD>
    <TD>20.2</TD></TR>
  <TR>
    <TD>32</TD>
    <TD>21.2</TD></TR>
  <TR>
    <TD>34</TD>
    <TD>22.1</TD></TR>
  <TR>
    <TD>36</TD>
    <TD>23.0</TD></TR></TBODY></TABLE>
<P><SPACER size=3D"50" type=3D"horizontal">To make a Biltmore stick, =
take a piece of=20
lath, lattice or a yard stick and plane or sand one face clean and =
smooth. Next=20
measure the indicated scale for the smallest diameter reading (for =
example 8=20
inches) from the left end of the stick, and mark it on the face of the =
stick in=20
a suitable manner. This then is the 8 inch graduation of the Biltmore =
scale.=20
Repeat for other diameters. <BR><SPACER size=3D"50" =
type=3D"horizontal">To use the=20
stick, hold it horizontally against the tree at D.B.H.; line up the left =
upper=20
corner of the stick with your line of sight, cutting the left side of =
the tree=20
trunk. Then without moving your head, swivel your line of sight to the =
right=20
side of the tree trunk and read tree-diameter on the Biltmore scale. =
Remember=20
that the scale was graduated on the basis of a specified reach. Accuracy =
in use=20
of the scale depends on how closely the correct reach (a) is maintained. =
Also,=20
be sure to take an average of the largest reading and the smallest =
reading,=20
since many trees are oval in cross-section.=20
<P>Standing Trees--Heights <BR><SPACER size=3D"50" =
type=3D"horizontal">Measuring the=20
height of the point on the tree trunk where the last cut will normally =
be made=20
requires some training; however, the procedure and equipment can be =
relatively=20
simple. The length of the usable section of the tree trunk is influenced =
by=20
<B>(1)</B> the taper of the tree trunk, and <B>(2)</B> the breaking up =
of the=20
central trunk into large branches. In the latter case, the top limit of =
usable=20
trunk length is just below the fork, and is easy to determine. However, =
in the=20
first case, a point on the tree trunk must be chosen where the minimum =
usable=20
diameter (usually 8 inches inside bark) is estimated to occur. If bark =
is=20
estimated to be about one-half inch thick at the 8-inch diameter point, =
the=20
outside dimension would thus be 9 inches. Determining the point on the =
tree=20
trunk at which it would measure 9 inches outside the bark is at best an=20
approximation. If the D.B.H. is known, it can be used as a comparative =
measure.=20
<P>Method l.--Formula <BR><SPACER size=3D"50" type=3D"horizontal">Some =
estimators=20
use the formula: <BR>(Circumference in inches at D.B.H. x .28) - 2" =
equals=20
diameter inside bark at the top of the first 16 foot log. For each 16 ft =

additional length, deduct 2 inches to secure the diameter inside bark at =
the top=20
end of the log in question.=20
<P>Thus a 20 inch D.B.H. tree would give the following: <BR>(63" x .28) =
- 2 =3D=20
17.6 - 2 =3D 15.6" diameter inside bark at the top of the first 16 ft =
log length.=20
At 32 the diameter (i.b.) would be 13.6 inches, and at 48 ft, 11.6 =
inches.=20
<BR><SPACER size=3D"50" type=3D"horizontal">The above example assumes =
that the tree=20
tapers gradually and extends up at least 48 ft before any large branches =
occur.=20
For thick-barked trees, use the factor .27 instead of .28. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">Having estimated the point on the tree trunk that is =
the limit=20
of usable trunk length of logs, one still must determine how high that =
point is=20
above stump height. Stump height can usually be standardized at about 1 =
ft above=20
ground for this purpose. <BR><SPACER size=3D"50" =
type=3D"horizontal">Many methods of=20
measuring height require special and sometimes expensive equipment; =
however,=20
Method 2 is just as accurate and employs quite simple equipment.=20
<P>Method 2.--The Merritt Hypsometer (Similar Triangles) <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">Based on a known distance (for example 66 ft) from a =
known=20
height unit, and holding a stick in a vertical position a known distance =
from=20
the eye (25 inches) one can calibrate that stick so that tree heights =
can be=20
read from it when standing 66 ft from the tree and holding the stick 25 =
inches=20
from the eye. For example, in <A=20
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00127.gif">Fig. =
13</A>, AB is=20
equal to the reach, or 25 inches; AB' is equivalent to the set distance =
that one=20
must stand away from the tree (66 ft); C'B' is a set height unit (16 =
ft), and BC=20
is the interval or scale graduation that the lines of sight would cover =
on the=20
measure stick. The following relationship of sides can now be set down:=20
<P>BC/AB =3D C'B'/AB' <BR>Substituting values as used in above =
explanation:=20
<BR>BC/25" =3D 16'/66' <BR>BC =3D (25" / 12" x 16')/66' =3D 33.33'/66' =
=3D .51' or 6.06"=20

<P><SPACER size=3D"50" type=3D"horizontal">A scale unit of 6.06 inches =
on the stick=20
will cover 16 ft on the tree with the 25 inch reach and 66 ft distance =
factor.=20
Multiples of this unit can be marked on the stick. Thus when one is 66 =
ft from a=20
tree with the stick held 25 inches from the eye, and the lower lines of =
sight to=20
the stump height cuts the bottom of the stick, the upper line of sight =
to the=20
point of height-measurement can be read on the scale in terms of 16 ft =
units. A=20
slight error is involved; however, results are within limits of accuracy =
of this=20
type of measurement.=20
<P>Method 3.--Similar Units <BR><SPACER size=3D"50" =
type=3D"horizontal">In this=20
approach a pole of known length, say 10 ft, is leaned against the tree =
and used=20
as an ocular yard stick in estimating the number of 10-ft units in the =
usable=20
part of the tree bole.=20
<P>Estimating the Board-Foot Content of a Standing Tree <BR>By Use of a =
Volume=20
Table <BR><SPACER size=3D"50" type=3D"horizontal">A volume table (Tables =
5 and 6)=20
shows the average volume in trees by D.B.H. and height classes. Thus, =
all that=20
is needed to determine the volume in any tree of normal form is a =
measurement of=20
the D.B.H. (outside bark) and a measurement of the usable length of the =
tree.=20
The methods of obtaining these measurements are explained in the =
previous=20
section. A tree that is determined to be 14 inches at D.B.H., and to =
have 1=20
1/2-16 ft units (from 20-27 ft) of usable trunk length, will contain 112 =
bd ft=20
(International 1/4" Rule). This is found in Table 6 by reading at the=20
intersection of the 14-inch D.B.H. and the 1 1/2 log columns. The volume =
for any=20
normal tree of a size within the D.B.H. and height range of the volume =
table can=20
be determined in a similar fashion. <BR><SPACER size=3D"50"=20
type=3D"horizontal">Since volume tables are necessarily based on average =
volumes=20
of a large number of trees, and the height is treated by half-log or =
8-ft units,=20
the volume given for any individual tree may be slightly greater or less =
than=20
the actual volume in the tree, depending on how closely the tree =
approximates=20
the average of that particular size class. In general, volume tables are =
most=20
usable for trees with a central bole or stem that ( 1 ) tapers gradually =
to the=20
inside bark diameter that is determined to be the limit of =
merchantability, and=20
(2) does not have any very large limbs or forks within this usable bole =
length.=20
Tables are based on an 8-inch (inside bark) top diameter. Volume tables =
are also=20
based on Form Class, which is the relationship of the diameter (inside =
bark) at=20
the top of the first 16-ft log to the D.B.H. (outside bark). Tables are =
based on=20
a Form Class of 80, which is about right for trees on average sites in =
Kentucky.=20
<BR><SPACER size=3D"50" type=3D"horizontal">The volume table is useful =
because it=20
requires only two measurements (D.B.H. and usable height). When used =
with large=20
numbers of trees, the individual errors tend to balance out and the end =
estimate=20
is within the limits of error permissible for this type of work. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Deduction for defect may be handled in =
the manner=20
previously described for logs and the defect calculated and noted for =
each tree.=20
An alternate method is to estimate the percentage of the gross scale =
that may be=20
defective and make deductions on a percentage basis. Either method is at =
best a=20
guess when dealing with standing timber, and considerable experience is =
required=20
to become proficient.=20
<P><B>Table 5.--TREE SCALE--Doyle Rule</B>=20
<TABLE border=3D1>
  <TBODY>
  <TR>
    <TD rowSpan=3D3><B>D.b.h.*</B> <BR><B>(inches)</B></TD>
    <TD colSpan=3D5>
      <CENTER><B>BOARD FEET CONTENTS OF TREES</B> <BR><B>Compiled for=20
      Hardwoods</B></CENTER></TD></TR>
  <TR>
    <TD colSpan=3D5>
      <CENTER><B>Number of 16-Foot Logs</B></CENTER></TD></TR>
  <TR>
    <TD><B>1</B></TD>
    <TD><B>1 1/2</B></TD>
    <TD><B>2</B></TD>
    <TD><B>2 1/2</B></TD>
    <TD><B>3</B></TD></TR>
  <TR>
    <TD>10</TD>
    <TD>16</TD>
    <TD>20</TD>
    <TD>23</TD>
    <TD>&nbsp;</TD>
    <TD>&nbsp;</TD></TR>
  <TR>
    <TD>12</TD>
    <TD>31</TD>
    <TD>39</TD>
    <TD>47</TD>
    <TD>&nbsp;</TD>
    <TD>&nbsp;</TD></TR>
  <TR>
    <TD>14</TD>
    <TD>52</TD>
    <TD>67</TD>
    <TD>82</TD>
    <TD>93</TD>
    <TD>104</TD></TR>
  <TR>
    <TD>16</TD>
    <TD>77</TD>
    <TD>101</TD>
    <TD>125</TD>
    <TD>143</TD>
    <TD>161</TD></TR>
  <TR>
    <TD>18</TD>
    <TD>110</TD>
    <TD>140</TD>
    <TD>180</TD>
    <TD>210</TD>
    <TD>230</TD></TR>
  <TR>
    <TD>20</TD>
    <TD>140</TD>
    <TD>190</TD>
    <TD>240</TD>
    <TD>280</TD>
    <TD>320</TD></TR>
  <TR>
    <TD>22</TD>
    <TD>190</TD>
    <TD>250</TD>
    <TD>310</TD>
    <TD>370</TD>
    <TD>420</TD></TR>
  <TR>
    <TD>24</TD>
    <TD>230</TD>
    <TD>310</TD>
    <TD>400</TD>
    <TD>470</TD>
    <TD>540</TD></TR>
  <TR>
    <TD>26</TD>
    <TD>280</TD>
    <TD>390</TD>
    <TD>490</TD>
    <TD>580</TD>
    <TD>660</TD></TR>
  <TR>
    <TD>28</TD>
    <TD>340</TD>
    <TD>470</TD>
    <TD>590</TD>
    <TD>700</TD>
    <TD>810</TD></TR>
  <TR>
    <TD>30</TD>
    <TD>400</TD>
    <TD>550</TD>
    <TD>700</TD>
    <TD>830</TD>
    <TD>960</TD></TR>
  <TR>
    <TD>32</TD>
    <TD>470</TD>
    <TD>650</TD>
    <TD>820</TD>
    <TD>980</TD>
    <TD>1140</TD></TR>
  <TR>
    <TD>34</TD>
    <TD>540</TD>
    <TD>750</TD>
    <TD>950</TD>
    <TD>1140</TD>
    <TD>1320</TD></TR></TBODY></TABLE><I>*Diameter at 4 1/2 feet above =
ground.</I>=20
<P><SPACER size=3D"50" type=3D"horizontal">Several forms of tally sheets =
may be used=20
for tallying the number of trees of different sizes and species. A =
sample sheet=20
that will fulfill most requirements is shown in Fig. 14. Changes can be =
made in=20
size ranges and species group to fit conditions at hand. Individual =
trees are=20
tallied in the appropriate space by making a short line or a dot. If =
care is=20
taken, a large number of any one-size trees can be tallied in the space=20
provided. Also, if the stand is composed of predominantly smaller-tree =
sizes,=20
the spaces allocated for these sizes can be tailored to fit the need.=20
<BR><SPACER size=3D"50" type=3D"horizontal">Additional tally sheets can =
always be=20
used if more space is required. After the field work has been completed, =
a count=20
of the lines or dots in each space will indicate the number of trees in =
each=20
D.B.H. and height-class by species group. By consulting the volume =
table, one=20
can find the volume of an average tree for each D.B.H. and height-class. =

Multiplying each average-volume by the number of trees tallied in its =
size-class=20
will give the volume in board feet for the individual size classes. =
Total volume=20
for all the trees tallied is then a simple matter of adding up all of =
the=20
volumes determined for the various size classes.=20
<P><B>Table 6.--TREE SCALE--International 1/4 inch Rule</B>=20
<TABLE border=3D1>
  <TBODY>
  <TR>
    <TD rowSpan=3D3><B>D.b.h.*</B> <BR><B>(inches)</B></TD>
    <TD colSpan=3D5>
      <CENTER><B>BOARD FEET CONTENTS OF TREES</B></CENTER></TD></TR>
  <TR>
    <TD colSpan=3D5>
      <CENTER><B>Number of 16-Foot Logs</B></CENTER></TD></TR>
  <TR>
    <TD><B>1</B></TD>
    <TD><B>1 1/2</B></TD>
    <TD><B>2</B></TD>
    <TD><B>2 1/2</B></TD>
    <TD><B>3</B></TD></TR>
  <TR>
    <TD>10</TD>
    <TD>39</TD>
    <TD>51</TD>
    <TD>63</TD>
    <TD>&nbsp;</TD>
    <TD>&nbsp;</TD></TR>
  <TR>
    <TD>12</TD>
    <TD>59</TD>
    <TD>78</TD>
    <TD>98</TD>
    <TD>&nbsp;</TD>
    <TD>&nbsp;</TD></TR>
  <TR>
    <TD>14</TD>
    <TD>83</TD>
    <TD>112</TD>
    <TD>141</TD>
    <TD>164</TD>
    <TD>186</TD></TR>
  <TR>
    <TD>16</TD>
    <TD>112</TD>
    <TD>151</TD>
    <TD>190</TD>
    <TD>223</TD>
    <TD>256</TD></TR>
  <TR>
    <TD>18</TD>
    <TD>140</TD>
    <TD>200</TD>
    <TD>250</TD>
    <TD>290</TD>
    <TD>340</TD></TR>
  <TR>
    <TD>20</TD>
    <TD>180</TD>
    <TD>250</TD>
    <TD>310</TD>
    <TD>370</TD>
    <TD>430</TD></TR>
  <TR>
    <TD>22</TD>
    <TD>220</TD>
    <TD>300</TD>
    <TD>390</TD>
    <TD>460</TD>
    <TD>530</TD></TR>
  <TR>
    <TD>24</TD>
    <TD>270</TD>
    <TD>370</TD>
    <TD>470</TD>
    <TD>560</TD>
    <TD>640</TD></TR>
  <TR>
    <TD>26</TD>
    <TD>310</TD>
    <TD>440</TD>
    <TD>560</TD>
    <TD>660</TD>
    <TD>770</TD></TR>
  <TR>
    <TD>28</TD>
    <TD>370</TD>
    <TD>510</TD>
    <TD>650</TD>
    <TD>780</TD>
    <TD>900</TD></TR>
  <TR>
    <TD>30</TD>
    <TD>420</TD>
    <TD>590</TD>
    <TD>760</TD>
    <TD>900</TD>
    <TD>1050</TD></TR>
  <TR>
    <TD>32</TD>
    <TD>480</TD>
    <TD>680</TD>
    <TD>870</TD>
    <TD>1040</TD>
    <TD>1210</TD></TR>
  <TR>
    <TD>34</TD>
    <TD>550</TD>
    <TD>770</TD>
    <TD>990</TD>
    <TD>1190</TD>
    <TD>1380</TD></TR></TBODY></TABLE><I>*Diameter at 4 1/2 feet above =
ground.</I>=20
<P>By Use of a Log Rule <BR><SPACER size=3D"50" type=3D"horizontal">As =
noted in an=20
earlier section, a log rule is a tabulation of the estimated volume in =
logs of=20
various small-end diameters and length classes. Thus, if the sizes of =
the logs=20
that could be cut from a standing tree could be determined or estimated, =
the=20
volume of each log could be found by the log rule and the sum of the =
volumes of=20
the logs in a tree would represent the board-foot content of the tree. =
This=20
method requires more work than the "Volume Table Method" and a little =
more=20
skill; however, it is more accurate in the case of short, thick-boled =
trees, and=20
for any one individual tree since the actual log sizes that could be cut =
from=20
the tree are computed exactly as they would be if the tree were felled =
and=20
bucked into logs. The difficulty lies in estimating the correct =
small-end=20
diameters and lengths of the logs as they appear in a standing tree. Any =

standard of comparison, such as a 10- or 12-ft pole with a yardstick =
fastened=20
across its top and leaned against the tree, is a great help to the =
beginner.=20
<BR><SPACER size=3D"50" type=3D"horizontal">A form of tally sheet that =
can be=20
modified to suit local requirements is shown in Fig. 15. Spaces have =
been=20
provided for identifying the individual tree by a number and by species, =
for=20
noting the diameter and length of as many as 4 separate logs, and for =
the tree=20
volume after it has been computed.=20
<P><B>Figure 14. -- Field Tally Sheet</B>=20
<TABLE border=3D1 width=3D"98%">
  <TBODY>
  <TR>
    <TD rowSpan=3D2><B>&nbsp;</B></TD>
    <TD colSpan=3D9><B>Location&nbsp;</B></TD>
    <TD colSpan=3D3><B>Sheet No.</B></TD></TR>
  <TR>
    <TD colSpan=3D12><B>Owner&nbsp;</B></TD></TR>
  <TR>
    <TD rowSpan=3D2><B>D.B.H.</B></TD>
    <TD colSpan=3D6>
      <CENTER><B>Pine</B></CENTER></TD>
    <TD colSpan=3D6>
      <CENTER><B>Yellow-poplar</B></CENTER></TD></TR>
  <TR>
    <TD><B>1/2</B></TD>
    <TD><B>1&nbsp;</B></TD>
    <TD><B>1 1/2</B></TD>
    <TD><B>2&nbsp;</B></TD>
    <TD><B>2 1/2</B></TD>
    <TD><B>3&nbsp;</B></TD>
    <TD><B>1/2</B></TD>
    <TD><B>1&nbsp;</B></TD>
    <TD><B>1 1/2</B></TD>
    <TD><B>2&nbsp;</B></TD>
    <TD><B>2 1/2</B></TD>
    <TD><B>3&nbsp;</B></TD></TR>
  <TR>
    <TD colSpan=3D13>10</TD></TR>
  <TR>
    <TD colSpan=3D13>11</TD></TR>
  <TR>
    <TD colSpan=3D13>12</TD></TR>
  <TR>
    <TD colSpan=3D13>13</TD></TR>
  <TR>
    <TD colSpan=3D13>14</TD></TR>
  <TR>
    <TD colSpan=3D13>15</TD></TR>
  <TR>
    <TD colSpan=3D13>16</TD></TR>
  <TR>
    <TD colSpan=3D13>17</TD></TR>
  <TR>
    <TD colSpan=3D13>18</TD></TR>
  <TR>
    <TD colSpan=3D13>19</TD></TR>
  <TR>
    <TD colSpan=3D13>20</TD></TR>
  <TR>
    <TD colSpan=3D13>21</TD></TR>
  <TR>
    <TD colSpan=3D13>22</TD></TR></TBODY></TABLE>
<P><B>Figure 15.--Field Tally Sheet for Individual Tree Measurements</B> =

<TABLE border=3D1 width=3D"98%">
  <TBODY>
  <TR>
    <TD rowSpan=3D2>&nbsp;</TD>
    <TD colSpan=3D7><B>Location</B></TD>
    <TD colSpan=3D3><B>Sheet No.&nbsp;</B></TD></TR>
  <TR>
    <TD colSpan=3D10><B>Owner&nbsp;</B></TD></TR>
  <TR>
    <TD rowSpan=3D2><B>Tree No.</B></TD>
    <TD rowSpan=3D2><B>Species</B></TD>
    <TD colSpan=3D8>
      <CENTER><B>Log Dimensions</B></CENTER></TD>
    <TD rowSpan=3D2><B>Tree</B> <BR><B>Volume</B></TD></TR>
  <TR>
    <TD><B>Diam</B></TD>
    <TD><B>Lgth</B></TD>
    <TD><B>Diam</B></TD>
    <TD><B>Lgth</B></TD>
    <TD><B>Diam</B></TD>
    <TD><B>Lgth</B></TD>
    <TD><B>Diam</B></TD>
    <TD><B>Lgth</B></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR>
  <TR>
    <TD colSpan=3D11></TD></TR></TBODY></TABLE>
<P>Estimating the Board-Foot Volume in a Tract of Timber <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">The two previous sections have indicated how tree =
diameters=20
and heights can be determined, and how these measurements can be used to =

determine the volume in a tree. <BR><SPACER size=3D"50" =
type=3D"horizontal">In small=20
tracts of timber up to 10 or 15 acres in extent, it is best to measure =
diameter=20
and height of every tree that is above minimum size for the inventory of =
sale.=20
When only large, mature trees are being considered, then only the trees =
in this=20
category are measured and tallied. <BR><SPACER size=3D"50" =
type=3D"horizontal">In=20
larger tracts, the same procedure can be followed with considerable =
expenditure=20
of time and effort; however, it is more practical to limit the work to =
sample=20
areas in the form of parallel strips or lines of plots running across =
the area.=20
The strips or lines of plots should be aligned so as to obtain a =
proportionate=20
coverage of variations in size and density of the timber. When there are =
ridges=20
and valleys involved, the strips or lines of plots should cross the main =
ridges=20
and valley at approximately right angles so that sparser ridge timber is =

obtained as well as the larger and denser timber on the lower slopes and =
in the=20
valleys. <BR><SPACER size=3D"50" type=3D"horizontal">One side of the =
tract can be=20
used as a baseline and the spacing of the strips or lines of plots laid =
off=20
along it. A staff or pocket compass can be used to maintain strip =
alignment. A=20
tape or chain should be used to determine distances. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">The strips can be of any set width; however, a =
narrow strip of=20
one-half chain width (33 ft) is easier to stay within, as are small =
circular=20
plots of 1/5 acre (52 ft radius) or 1/10-acre plots of 37 ft radius. The =

distance traveled along the strips must be measured so that the area =
cruised can=20
be determined. Thus, a strip of 1/2 chain (33 ft) wide and 20 chains ( =
1,320 ft)=20
long covers 10 square chains, or 1 acre. Likewise, in lines of 1/5-acre =
plots=20
spaced at a set distance from center to center, the number of plots =
taken=20
divided by 5 gives the acreage of the sample. In order to eliminate =
personal=20
choice of sample areas, the spacing of the strip or =
line-of-plots-intervals=20
should be mechanical, and carried out according to a predetermined =
pattern.=20
<BR><SPACER size=3D"50" type=3D"horizontal">The number of strips or =
lines of plots=20
to be run should be determined by the percentage of estimate that will =
satisfy=20
the requirements of accuracy. Usually the smaller the tract, the larger =
the=20
sample should be. Thus, for tracts of 20 to 100 acres, a 20% estimate =
should=20
give a fair standard of accuracy. If the timber is fairly uniform, a 10% =

estimate may do. On larger tracts, a 10% estimate is usually =
satisfactory, or=20
even a 5% may do in some timber. <BR><SPACER size=3D"50" =
type=3D"horizontal">With=20
the percentage of estimate determined that will be satisfactory, the =
spacing=20
between strips or lines of plots can be computed. If 1/2-chain-width =
strips are=20
used, a spacing of 5 chains between strip centers will give an =
approximate 10%=20
coverage of the tract. In the case of 1/5-acre plots, a spacing of plots =
in the=20
line at 4-chain center distance and 5 chains between lines of plots will =
also=20
give an approximately 10% estimate. Strips or lines of plots should be =
one half=20
of the strip or line of plots spacing interval inside of the timber=20
edge.&nbsp;<OB:"FOR09N.WPG",BITMAP,5.35764,4.05764><LT>Figure 16 and <A=20
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00129.gif">Figure =
17</A>=20
illustrate most of the details explained in this section. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">When using the strip method, use one tally sheet for =
each 5 or=20
10 chains of strip covered. Individual tally sheets may be numbered or =
otherwise=20
identified by strip number and distance interval such as "Strip #1, =
Distance=20
0-10 chains." Likewise, separate tally sheets for each circular plot =
help to=20
keep the records straight and each should be identified as to line and =
plot=20
number. <BR><SPACER size=3D"50" type=3D"horizontal">When the field work =
is=20
completed, the volume of the trees on the strips or lines of plots can =
be=20
computed as given in the section dealing with "Estimating the Board Foot =
Content=20
in a Standing Tree." The area of the strips or plots can also be =
determined. The=20
relationship of the measured sample area and its volume to the tract =
area and=20
tract volume can be expressed by the proportion:=20
<P>V/v =3D A/a or V =3D (vA)/a=20
<P><SPACER size=3D"50" type=3D"horizontal">In the above proportion, V =
equals the=20
volume of timber on the tract, v equals the volume of timber in the =
sample area;=20
A equals the area of the tract in acres, and a equals the area in acres =
of the=20
sample area.=20
<P>Evaluating Timber Volume on a Tract by Species Groups and Sizes =
<BR><SPACER=20
size=3D"50" type=3D"horizontal">Knowing the total volume of timber on a =
tract is=20
extremely valuable for inventory or sale. An average value per 1,000 bd =
ft can=20
be set and total value thus easily computed. It is better business, =
however, to=20
be able to compute volume and value by species groups and sizes when =
such=20
variation in the timber occurs. This can be done easily if species =
groups are=20
separated in making the tally during the estimating procedure as =
advocated in=20
Section III. The sample tally sheets proposed in this section are =
likewise=20
designed to allow such separation. Thus, the estimated value of the =
species=20
groups, such as White Oak, Red Oak, Beech, and Hickory or Yellow Poplar, =
are=20
their diameter ranges (for example: 8"-12", 13"-16"', 17'-20', etc.) can =
be=20
determined and computed separately. This separation is more satisfactory =
than=20
attempting to set an average for all species and all sizes.=20
<P>Appendix A: Specifications for Southern Pine Poles <BR>(From =
<I>American=20
Standard Specifications and Dimensions for Southern Pine Poles.</I> =
American=20
Standards Association, (05.1-1979) <BR><SPACER size=3D"50" =
type=3D"horizontal">This=20
standard consists of specifications and dimensions for southern pine =
poles that=20
are to be given preservative treatment as specified by the purchaser. =
The poles=20
described here are considered as simple cantilever members subject to =
transverse=20
loads only. Modification of the requirements may be necessary if the =
poles are=20
to be used for other types of construction. <BR><SPACER size=3D"50"=20
type=3D"horizontal">Requirements for the preservative treatment of poles =
are not=20
included in the standard. These requirements are detailed in other =
standards=20
(for example those of the American Wood-Preservers' Association and =
American=20
Society for Testing Materials) and in customer specifications. However,=20
exceptions are made to this exclusion of those cases where conditioning =
the wood=20
for treatment or where the actual process of preservation could reduce =
the fiber=20
stresses below standard specifications (8,000 PSI) and as a consequence=20
necessitate a change in the minimum 6 ft from the butt dimension given.=20
<BR><SPACER size=3D"50" type=3D"horizontal">The species, the length and =
class of=20
poles, the type of treatment (including seasoning details, if seasoning =
is=20
desired), and complete details for roofing, gaining, boring and =
branding, not=20
included in this standard, must be given in purchase orders. <BR><SPACER =

size=3D"50" type=3D"horizontal">Complete detailed instructions must be =
given to the=20
supplier whenever the requirements of this standard are modified to meet =
special=20
conditions.=20
<P>Material Requirements <BR>Species <BR><SPACER size=3D"50" =
type=3D"horizontal">All=20
poles must be cut from live southern pine timber: Longleaf Pine (Pinus=20
palustris), Shortleaf Pine (Pinus echinata), Loblolly Pine (Pinus taeda) =
and=20
Slash Pine (Pinus elliottii).=20
<P>Prohibited Defects <BR>=95<SPACER size=3D"50" =
type=3D"horizontal"><B>Cross=20
breaks</B> (cracks). <BR>=95<SPACER size=3D"50" =
type=3D"horizontal"><B>Decay </B>--=20
except as permitted for firm red heart, defective butts and decayed =
knots.=20
<BR>=95<SPACER size=3D"50" type=3D"horizontal"><B>Dead streaks.</B> =
<BR>=95<SPACER=20
size=3D"50" type=3D"horizontal"><B>Holes </B>-- open or plugged, except =
holes for=20
test purposes, which shall be plugged. <BR>=95<SPACER size=3D"50"=20
type=3D"horizontal"><B>Hollow butts or tops</B> -- except as permitted =
under=20
hollow pith centers and defective butts. <BR>=95<SPACER size=3D"50"=20
type=3D"horizontal"><B>Marine borer damage.</B> <BR>=95<SPACER =
size=3D"50"=20
type=3D"horizontal"><B>Nails, spikes and other metal</B> not =
specifically=20
authorized by the purchaser.=20
<P>Permitted Defects <BR>=95<SPACER size=3D"50" =
type=3D"horizontal"><B>Firm Red=20
Heart.</B> Firm red heart not accompanied by softening or other =
disintegration=20
(decay) of the wood is permitted. <BR>=95<SPACER size=3D"50"=20
type=3D"horizontal"><B>Hollow Pith Centers.</B> Hollow pith centers in =
tops or=20
butts and in knots are permitted in poles that are to be given =
full-length=20
treatment. <BR>=95<SPACER size=3D"50" type=3D"horizontal"><B>Sap =
Stain.</B> Sap stain=20
not accompanied by softening or other disintegration (decay) of the wood =
is=20
permitted. <BR>=95<SPACER size=3D"50" type=3D"horizontal"><B>Scars.</B> =
Turpentine=20
acid face scars are permitted anywhere on the pole surface.=20
<P>Limited Defects <BR>=95<SPACER size=3D"50" =
type=3D"horizontal"><B>Bark=20
Inclusions.</B> Depressions containing bark inclusions must be no more =
than 2=20
inches deep, measured from the surface of the pole. <BR>=95<SPACER =
size=3D"50"=20
type=3D"horizontal"><B>Compression Wood.</B> The outer 1 inch of all =
poles shall=20
be free from compression wood visible on either end. <BR>=95<SPACER =
size=3D"50"=20
type=3D"horizontal"><B>Defective Butts.</B> Hollowing in the butt caused =
by=20
"splinter pulling" in felling the tree is permitted, provided that the =
area of=20
such a hollow is less than 10% of the butt area. <BR>=95<SPACER =
size=3D"50"=20
type=3D"horizontal"><B>Insect Damage.</B> Insect damage, consisting of =
holes 1/16=20
inch or less in diameter, or surface scoring or channeling is permitted. =
All=20
other forms of insect damage are prohibited. <BR>=95<SPACER size=3D"50"=20
type=3D"horizontal"><B>Knots.</B> The diameter of any single knot and =
the sum of=20
knot diameters in any l-ft section shall not exceed the limits of Table =
7. Type=20
II "decayed knots" are permitted. <BR>=95<SPACER size=3D"50"=20
type=3D"horizontal"><B>Scars</B> (Cat face). No pole shall have a scar =
or=20
turpentine cat face located within 2 ft of the ground line. Turpentine =
scars=20
need be trimmed only to the extent necessary for examination for =
evidence of=20
fungus infection and insect damage. Other sound scars are permitted =
elsewhere on=20
the pole surface, provided they are smoothly trimmed and do not =
interfere with=20
the cutting of any gain, and provided that: <BR><SPACER size=3D"50"=20
type=3D"horizontal"><B>(A) </B>The circumference at any point on trimmed =
surfaces=20
located between the butt and 2 ft below the ground line is not less than =
the=20
minimum circumference specified at 6 ft from the butt for the class and =
length=20
of the of pole; and <BR><SPACER size=3D"50" type=3D"horizontal"><B>(B) =
</B>The depth=20
of the trimmed scar is not more than 2 inches, if the diameter is 10 =
inches or=20
less or 1/5 the pole diameter at the location of the scar if the =
diameter is=20
more than 10 inches. <BR>=95<SPACER size=3D"50" =
type=3D"horizontal"><B>Shakes.</B>=20
Shakes in the butt surface which are not closer than 2 inches to the =
side=20
surface of the pole are permitted, provided they do not extend to the =
ground=20
line. Shakes or a combination of connected shakes which are closer than =
2 inches=20
to the side surface of the pole are permitted, provided they do not =
extend=20
farther than 2 ft from the butt surface and do not have an opening wider =
than=20
,/8 inch. Shakes in the top surface are permitted in poles that are to =
be given=20
full-length preservative treatment, provided that the diameter of the =
shake is=20
not greater than 1/2 the diameter of the top of the pole. <BR>=95<SPACER =
size=3D"50"=20
type=3D"horizontal"><B>Shape.</B> Poles shall be free from short crooks. =
A pole=20
may have sweep subject to the following limitations. <BR><SPACER =
size=3D"50"=20
type=3D"horizontal"><B>(A)</B> Where sweep is in one plane and one =
direction=20
only-- <BR>1.<SPACER size=3D"50" type=3D"horizontal">For poles 50 ft and =
shorter, a=20
straight line joining the surface of the pole at the ground line and the =
edge=20
<BR>of the pole at the top, in 90% or more of an inspection lot, shall =
not be=20
distant from the surface of the pole at any point more than 1 inch for =
each 10=20
ft of length between these points. In the remainder of the inspection =
lot (10%)=20
the poles may have a deviation of 1 inch for each 6 ft of length when =
measured=20
as above. <BR>2.<SPACER size=3D"50" type=3D"horizontal">Poles 55 ft and =
longer shall=20
meet the 1 inch in 10 ft requirements in 75% or more of an inspection =
lot. In=20
the remainder of the lot (25%) the poles may have a deviation of 1 inch =
for each=20
6 ft of length when measured as above. <BR><SPACER size=3D"50"=20
type=3D"horizontal"><B>(B)</B> Where sweep is in two planes (double =
sweep), or in=20
two directions in one plane (reverse sweep) a straight line connecting =
the=20
mid-point at the ground line with the mid-point at the top shall not at =
any=20
intermediate point pass through the surface of the pole. <BR>=95<SPACER =
size=3D"50"=20
type=3D"horizontal"><B>Spiral Grain.</B> Spiral grain (twist grain) is =
permitted=20
as follows: <BR>&nbsp;=20
<TABLE>
  <TBODY>
  <TR>
    <TD><B>Length of Pole (ft)&nbsp;</B></TD>
    <TD><B>Maximum Twist of Grain Permitted</B></TD></TR>
  <TR>
    <TD>30 and shorter</TD>
    <TD>1 complete twist in any 10 ft</TD></TR>
  <TR>
    <TD>35-45, inclusive</TD>
    <TD>1 complete twist in any 16 ft</TD></TR>
  <TR>
    <TD>50 and longer</TD>
    <TD>1 complete twist in any 20 ft</TD></TR></TBODY></TABLE>
<P>=95<SPACER size=3D"50" type=3D"horizontal"><B>Splits and Checks.</B> =
<BR><SPACER=20
size=3D"50" type=3D"horizontal"><B>(A)</B> In the top. A split or a =
combination of=20
two single checks (each check terminating at the pith center and =
separated by=20
not less than 1/6 of the circumference) having one or both portions =
located in a=20
vertical plane within 30 degrees of the top bolt hole shall not extend =
downward=20
along the pole more than 6 inches. All other combinations of check or =
split=20
shall not extend downward along the pole more than 12 inches. =
<BR><SPACER=20
size=3D"50" type=3D"horizontal"><B>(B)</B> In the butt. A split or a =
combination of=20
two single checks, as defined above, shall not extend upward along the =
pole more=20
than 2 ft.=20
<P><B>Table 7.--Limits of Knot Size</B>=20
<TABLE border=3D1>
  <TBODY>
  <TR>
    <TD rowSpan=3D2></TD>
    <TD colSpan=3D3>
      <CENTER><B>Maximum Sizes Permitted, inches</B></CENTER></TD></TR>
  <TR>
    <TD colSpan=3D2>
      <CENTER><B>&nbsp;Diameter of Any Single&nbsp;</B> <BR><B>Knot=20
      (inches)</B></CENTER></TD>
    <TD><B>Sum of Diameters of All</B> <BR><B>Knots Greater than 0.5 =
inch</B>=20
      <BR><B>in Any 1-ft Section (inches)</B></TD></TR>
  <TR>
    <TD><B>Length of Pole</B></TD>
    <TD><B>classes</B> <BR><B>1-3</B></TD>
    <TD><B>classes</B> <BR><B>4-10</B></TD>
    <TD><B>classes</B> <BR><B>1-10</B></TD></TR>
  <TR>
    <TD colSpan=3D4>45 ft and shorter</TD></TR>
  <TR>
    <TD>lower half of length</TD>
    <TD>&nbsp;</TD>
    <TD>2&nbsp;</TD>
    <TD>8</TD></TR>
  <TR>
    <TD>upper half of length</TD>
    <TD>5</TD>
    <TD>4&nbsp;</TD>
    <TD>8</TD></TR>
  <TR>
    <TD colSpan=3D4>50 ft and longer</TD></TR>
  <TR>
    <TD>lower half of length</TD>
    <TD>4</TD>
    <TD>4&nbsp;</TD>
    <TD>10</TD></TR>
  <TR>
    <TD>upper half of length</TD>
    <TD>6</TD>
    <TD>6</TD>
    <TD>10</TD></TR></TBODY></TABLE>
<P>Dimensions <BR>Length <BR><SPACER size=3D"50" =
type=3D"horizontal">Poles less than=20
50 ft long shall not be more than 3 inches shorter or 6 inches longer =
than=20
nominal length. Poles 50 ft long or more shall be not more than 6 inches =
shorter=20
or 12 inches longer than nominal length. <BR><SPACER size=3D"50"=20
type=3D"horizontal">Length shall be measured between the extreme ends of =
the pole.=20

<P>Circumference <BR><SPACER size=3D"50" type=3D"horizontal">The minimum =

circumference at 6 ft from the butt and at the top, for each length and =
class of=20
pole are listed in Table 8. The circumference at 6 ft from the butt of =
the pole=20
shall be not more than 7 inches or 20% larger than the specified =
minimum,=20
whichever is greater. <BR><SPACER size=3D"50" type=3D"horizontal">The =
top=20
dimensional requirement shall apply at a point corresponding to the =
minimum=20
length permitted for the pole.=20
<P>Classification <BR><SPACER size=3D"50" type=3D"horizontal">The true =
circumference=20
class shall be determined as follows: measure the circumference at 6 ft =
from the=20
butt. This dimension will determine the tree class of the pole, provided =
that=20
its top (measured at the minimum length point) is large enough. =
Otherwise, the=20
circumference at the top will determine the true class provided that the =

circumference at 6 ft from the butt does not exceed the specified =
minimum by=20
more than 7 inches or 20%, whichever is greater.=20
<P><B>Table 8.--Circumference Specifications for the Various Classes of=20
Creosoted Southern Pine Poles</B>=20
<TABLE border=3D1 width=3D"98%">
  <TBODY>
  <TR>
    <TD rowSpan=3D5><B>Length&nbsp;</B> <BR><B>of pole&nbsp;</B>=20
      <BR><B>(Feet)</B></TD>
    <TD rowSpan=3D5><B>Distance of&nbsp;</B> <BR><B>ground =
line&nbsp;</B>=20
      <BR><B>from butt*&nbsp;</B> <BR><B>(Feet)</B></TD>
    <TD colSpan=3D9>
      <CENTER><B>Pole Class</B></CENTER></TD></TR>
  <TR>
    <TD><B>1</B></TD>
    <TD><B>2</B></TD>
    <TD><B>3</B></TD>
    <TD><B>4</B></TD>
    <TD><B>5</B></TD>
    <TD><B>6</B></TD>
    <TD><B>7</B></TD>
    <TD><B>9</B></TD>
    <TD><B>10</B></TD></TR>
  <TR>
    <TD colSpan=3D9>
      <CENTER><B>Minimum top circumference =
(inches)</B></CENTER></TD></TR>
  <TR>
    <TD><B>27</B></TD>
    <TD><B>25</B></TD>
    <TD><B>23</B></TD>
    <TD><B>21</B></TD>
    <TD><B>19</B></TD>
    <TD><B>17</B></TD>
    <TD><B>15</B></TD>
    <TD><B>15</B></TD>
    <TD><B>12</B></TD></TR>
  <TR>
    <TD colSpan=3D9>
      <CENTER><B>Minimum circumference six foot from butt=20
    (inches)</B></CENTER></TD></TR>
  <TR>
    <TD>20</TD>
    <TD>4</TD>
    <TD>31.0</TD>
    <TD>29.0</TD>
    <TD>27.0</TD>
    <TD>25.0</TD>
    <TD>23.0</TD>
    <TD>21.0</TD>
    <TD>19.5</TD>
    <TD>17.5</TD>
    <TD>14.0</TD></TR>
  <TR>
    <TD>25</TD>
    <TD>5</TD>
    <TD>33.5</TD>
    <TD>31.5</TD>
    <TD>29.5</TD>
    <TD>27.5</TD>
    <TD>25.5</TD>
    <TD>23.0</TD>
    <TD>21.5</TD>
    <TD>19.5</TD>
    <TD>15.0</TD></TR>
  <TR>
    <TD>30</TD>
    <TD>5.5</TD>
    <TD>36.5</TD>
    <TD>34.0</TD>
    <TD>32.0</TD>
    <TD>29.5</TD>
    <TD>27.5</TD>
    <TD>25.0</TD>
    <TD>23.5</TD>
    <TD>20.5</TD></TR>
  <TR>
    <TD>35</TD>
    <TD>6</TD>
    <TD>39.0</TD>
    <TD>36.5</TD>
    <TD>34.0</TD>
    <TD>31.5</TD>
    <TD>29.0</TD>
    <TD>27.0</TD>
    <TD>25.0</TD></TR>
  <TR>
    <TD>40</TD>
    <TD>6</TD>
    <TD>41.0</TD>
    <TD>38.5</TD>
    <TD>36.0</TD>
    <TD>33.5</TD>
    <TD>31.0</TD>
    <TD>28.5</TD>
    <TD>26.5</TD></TR>
  <TR>
    <TD>45</TD>
    <TD>6.5</TD>
    <TD>43.0</TD>
    <TD>40.5</TD>
    <TD>37.5</TD>
    <TD>35.0</TD>
    <TD>32.5</TD>
    <TD>30.0</TD>
    <TD>28.0</TD></TR>
  <TR>
    <TD>50</TD>
    <TD>7</TD>
    <TD>45.0</TD>
    <TD>42.0</TD>
    <TD>39.0</TD>
    <TD>36.5</TD>
    <TD>34.0</TD>
    <TD>31.5</TD>
    <TD>29.0</TD></TR>
  <TR>
    <TD>55</TD>
    <TD>7.5</TD>
    <TD>46.5</TD>
    <TD>43.5</TD>
    <TD>40.5</TD>
    <TD>38.0</TD>
    <TD>35.0</TD>
    <TD>32.5</TD></TR>
  <TR>
    <TD>60</TD>
    <TD>8</TD>
    <TD>48.0</TD>
    <TD>45.0</TD>
    <TD>42.0</TD>
    <TD>39.0</TD>
    <TD>36.0</TD>
    <TD>33.5</TD></TR>
  <TR>
    <TD>65</TD>
    <TD>8.5</TD>
    <TD>49.5</TD>
    <TD>46.5</TD>
    <TD>43.5</TD>
    <TD>40.5</TD>
    <TD>37.5</TD></TR>
  <TR>
    <TD>70</TD>
    <TD>9</TD>
    <TD>51.0</TD>
    <TD>48.0</TD>
    <TD>45.0</TD>
    <TD>41.5</TD>
    <TD>38.5</TD></TR>
  <TR>
    <TD>75</TD>
    <TD>9.5</TD>
    <TD>52.5</TD>
    <TD>49.0</TD>
    <TD>46.0</TD>
    <TD>43.0</TD></TR>
  <TR>
    <TD>80</TD>
    <TD>10</TD>
    <TD>54.0</TD>
    <TD>50.5</TD>
    <TD>47.0</TD>
    <TD>44.0</TD></TR>
  <TR>
    <TD>85</TD>
    <TD>10.5</TD>
    <TD>55.0</TD>
    <TD>51.5</TD>
    <TD>48.0</TD></TR>
  <TR>
    <TD>90</TD>
    <TD>11</TD>
    <TD>56.0</TD>
    <TD>53.0</TD>
    <TD>49.0</TD></TR>
  <TR>
    <TD>95</TD>
    <TD>11</TD>
    <TD>57.0</TD>
    <TD>54.0</TD>
    <TD>50.0</TD></TR>
  <TR>
    <TD>100</TD>
    <TD>11</TD>
    <TD>58.5</TD>
    <TD>55.0</TD>
    <TD>51.0</TD></TR>
  <TR>
    <TD>105</TD>
    <TD>12</TD>
    <TD>59.5</TD>
    <TD>56.0</TD>
    <TD>52.0</TD></TR>
  <TR>
    <TD>110</TD>
    <TD>12</TD>
    <TD>60.5</TD>
    <TD>57.0</TD>
    <TD>53.0</TD></TR>
  <TR>
    <TD>115</TD>
    <TD>12</TD>
    <TD>61.5</TD>
    <TD>58.0</TD></TR>
  <TR>
    <TD>120</TD>
    <TD>12</TD>
    <TD>62.5</TD>
    <TD>59.0</TD></TR>
  <TR>
    <TD>125</TD>
    <TD>12</TD>
    <TD>63.5</TD>
    <TD>59.5</TD></TR></TBODY></TABLE><I>*For use in applying =
specifications which=20
require a definition of "ground line."</I> <BR>&nbsp;=20
<P><B>Table 9.--Diameter Specifications for the Various Classes of =
Creosoted=20
Southern Pine Poles*</B>=20
<TABLE border=3D1 width=3D"81%">
  <TBODY>
  <TR>
    <TD rowSpan=3D5><B>Length of&nbsp;</B> <BR><B>pole (Feet)</B></TD>
    <TD colSpan=3D7>
      <CENTER><B>Pole Class</B></CENTER></TD></TR>
  <TR>
    <TD><B>1</B></TD>
    <TD><B>2</B></TD>
    <TD><B>3</B></TD>
    <TD><B>4</B></TD>
    <TD><B>5</B></TD>
    <TD><B>6</B></TD>
    <TD><B>7</B></TD></TR>
  <TR>
    <TD colSpan=3D7>
      <CENTER><B>Minimum top diameter (inches)</B></CENTER></TD></TR>
  <TR>
    <TD><B>8.8</B></TD>
    <TD><B>8.1</B></TD>
    <TD><B>7.5</B></TD>
    <TD><B>6.9</B></TD>
    <TD><B>6.2</B></TD>
    <TD><B>5.6</B></TD>
    <TD><B>5.0</B></TD></TR>
  <TR>
    <TD colSpan=3D7>
      <CENTER><B>Minimum diameter six feet from butt =
(inches)</B></CENTER></TD></TR>
  <TR>
    <TD>16</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>7.2</TD>
    <TD>6.8</TD></TR>
  <TR>
    <TD>18</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>7.7</TD>
    <TD>7.2</TD></TR>
  <TR>
    <TD>20</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>8.0</TD>
    <TD>7.5</TD></TR>
  <TR>
    <TD>25</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>10.8</TD>
    <TD>10.0</TD>
    <TD>9.0</TD>
    <TD>8.2</TD></TR>
  <TR>
    <TD>30</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>11.4</TD>
    <TD>10.6</TD>
    <TD>9.7</TD>
    <TD>9.0</TD></TR>
  <TR>
    <TD>35</TD>
    <TD>--</TD>
    <TD>--</TD>
    <TD>13.0</TD>
    <TD>12.1</TD>
    <TD>11.3</TD>
    <TD>10.4</TD>
    <TD>9.6</TD></TR>
  <TR>
    <TD>40</TD>
    <TD>15.6</TD>
    <TD>14.6</TD>
    <TD>13.6</TD>
    <TD>12.8</TD>
    <TD>11.9</TD>
    <TD>11.0</TD>
    <TD>--</TD></TR>
  <TR>
    <TD>45</TD>
    <TD>16.4</TD>
    <TD>15.3</TD>
    <TD>14.2</TD>
    <TD>13.4</TD>
    <TD>12.4</TD>
    <TD>11.5</TD>
    <TD>--</TD></TR>
  <TR>
    <TD>50</TD>
    <TD>17.1</TD>
    <TD>16.0</TD>
    <TD>14.8</TD>
    <TD>14.0</TD>
    <TD>12.9</TD>
    <TD>--</TD>
    <TD>--</TD></TR>
  <TR>
    <TD>55</TD>
    <TD>17.7</TD>
    <TD>16.6</TD>
    <TD>15.4</TD>
    <TD>14.5</TD>
    <TD>13.5</TD>
    <TD>--</TD>
    <TD>--</TD></TR>
  <TR>
    <TD>60</TD>
    <TD>18.2</TD>
    <TD>17.2</TD>
    <TD>16.0</TD>
    <TD>15.0</TD>
    <TD>13.9</TD>
    <TD>--</TD>
    <TD>--</TD></TR></TBODY></TABLE><I>*Diameters to the nearest =
one-tenth inch=20
obtained by converting circumference specifications, assuming all poles =
to be=20
round.</I>=20
<P>Manufacturing Requirements <BR>Bark Removal <BR><SPACER size=3D"50"=20
type=3D"horizontal">Outer bark shall be completely removed from all =
poles. On all=20
poles, no patch of inner bark more than 1 inch wide shall be left on the =
pole=20
surface between the butt and 2 ft below the ground line. On poles that =
are to be=20
given full-length treatment, no patch of inner bark larger than 1 inch =
wide and=20
6 inches long shall be left on the pole surface between the top and 2 ft =
below=20
the ground line. On poles that are to be butt treated, no patch of inner =
bark=20
larger than 1 inch wide and 6 ft long shall be left on the pole surface =
between=20
point 1 ft above and 2 ft below ground line.=20
<P>Sawing <BR><SPACER size=3D"50" type=3D"horizontal">All poles shall be =
neatly=20
sawed at the top and the butt along a plane which shall not be out of =
square=20
with the axis of the pole by more than 2 inches per foot of diameter of =
the=20
sawed surface. Beveling at the edge of the sawed butt surface not more =
than 1/12=20
the butt diameter in width or an equivalent area unsymmetrically located =
is=20
permitted.=20
<P>Trimming <BR><SPACER size=3D"50" type=3D"horizontal">Completely =
overgrown knots,=20
rising more than 1 inch above the pole surface, branch stubs, and =
partially=20
overgrown knots shall be trimmed close. Completely overgrown knots less =
than 1=20
inch high need not be trimmed. Trimming may be done by shaving machine =
or by=20
hand.=20
<P>Shaving <BR><SPACER size=3D"50" type=3D"horizontal">If shaving is =
used, the depth=20
of cut shall not be more than necessary to remove inner bark and to trim =

smoothly and closely all branch stubs and overgrown knots. There shall =
be no=20
abrupt change in the contour of the pole surface between the ground line =
and the=20
above ground sections. The lower 2 ft of poles may be trimmed to remove =
wood=20
fibers causing butt flare, provided sufficient sapwood remains to obtain =
the=20
customer's minimum penetration requirement.=20
<P>Marking and Code Letters <BR><SPACER size=3D"50" =
type=3D"horizontal">The=20
following information shall be burn-branded legibly and permanently on =
the face=20
and the butt of each pole or included on a metal tag affixed thereto.=20
<BR>1.<SPACER size=3D"50" type=3D"horizontal">The supplier's code or =
trademark.=20
<BR>2.<SPACER size=3D"50" type=3D"horizontal">The plant location and =
year of=20
treatment. <BR>3.<SPACER size=3D"50" type=3D"horizontal">Code letters =
denoting the=20
pole species and preservative used. <BR>4.<SPACER size=3D"50"=20
type=3D"horizontal">The true circumference-class numeral and numerals =
showing the=20
length of the pole.=20
<P><SPACER size=3D"50" type=3D"horizontal">Metal tags (noncorrosive) =
attached to the=20
butt of the pole shall be securely affixed to serve the intended =
purpose.=20
<P>Storage and Handling <BR>Storage <BR><SPACER size=3D"50" =
type=3D"horizontal">When=20
it is necessary to hold poles in storage, they shall be stacked on =
treated or=20
other non-decaying skids of such dimensions, and so arranged as to =
support the=20
poles without producing noticeable distortion of any of them. The height =
of the=20
piles shall be limited to avoid damage to poles on the bottom layers.=20
<BR><SPACER size=3D"50" type=3D"horizontal">Poles shall be piled and =
supported in=20
such a manner that all poles are at least 1 ft above the general ground =
level=20
and any vegetation growing on it. No decayed or decaying wood shall be =
permitted=20
to remain underneath stored piles.=20
<P>Handling <BR><SPACER size=3D"50" type=3D"horizontal">Poles shall not =
be dragged=20
along the ground. Cant hooks, pole tongs or other pointed tools shall =
not be=20
applied to the ground line section of any pole.=20
<P>Mechanical Damage <BR><SPACER size=3D"50" type=3D"horizontal">Poles =
are not=20
acceptable if they contain indentations attributed to loading or =
handling slings=20
that are 1/4 inch or more deep over 20% or more of the pole =
circumference, or=20
more than 1/2 inch deep at any point. Other indentations or abrasions, =
for=20
example, fork lift damage, chain-saw damage, etc. shall not be more than =
1/10=20
the pole diameter at the point of damage up to a maximum of 1 inch. Such =
damage=20
is permitted in an oversized section, where the excess of wood shall be =
taken=20
into consideration in evaluating the effects of the damage. In any case, =
the=20
circumference for a given class is still required to be not less than=20
specification minimum.=20
<P>Definitions of Terms <BR><SPACER size=3D"50" type=3D"horizontal">The =
following=20
definitions shall apply to the terms used in this standard. =
<BR><B>Check.</B>=20
The lengthwise separation of the wood that usually extends across the =
rings of=20
annual growth and commonly results from stresses set up in wood during=20
seasoning. <BR><B>Compression Wood</B>. Abnormal wood formed on the =
lower side=20
of branches and inclined trunks of softwood trees. Compression wood is=20
identified by <B>(1)</B> its relatively wide annual rings, usually =
eccentric;=20
<B>(2)</B> relatively large amount of summerwood, sometimes more than =
50% of the=20
width of the annual rings in which it occurs; and <B>(3)</B> its lack of =

demarcation between springwood and summerwood in the same annual rings.=20
Compression wood, compared with normal wood, shrinks excessively =
lengthwise.=20
<BR><B>Cross Break.</B> A separation of the wood cells across the grain. =
Such=20
breaks may be due to internal strains resulting from unequal =
longitudinal=20
shrinkage or to external forces. <BR><B>Dead Streak</B>. An area, devoid =
of=20
bark, resulting from progressive destruction of the growth cells of wood =
and=20
bark at the edges of the streak. On a pole, a dead streak is =
characterized by a=20
discolored weathered appearance and by lack of evidence of overgrowth =
along the=20
edges of the deadened surface. <BR><B>Decay</B>. The decomposition of =
wood=20
substance by fungi. <BR><B>Decay, advanced (or typical)</B>. The older =
stage of=20
decay in which the destruction is readily recognized because the wood =
has become=20
punky, soft and spongy, stringy, ring-shaked, pitted, crumbly or, in =
poles not=20
stored or rafted in water, is in a soggy condition. Decided =
discoloration or=20
bleaching of the rotted wood is often apparent. <BR><B>Decay, =
incipient.</B> The=20
early state of decay that has not proceeded far enough to soften or =
otherwise=20
perceptibly impair the hardness of the wood. It is usually accompanied =
by a=20
slight discoloration or bleaching of the wood. <BR><B>Decayed Knot</B>. =
A knot=20
containing decay. Two types of decayed knot are recognized. <BR><SPACER=20
size=3D"50" type=3D"horizontal"><B>Type I</B>--Knots containing soft or =
loose fibers=20
(decay) which may extend the full length of the knot into the pole and =
which are=20
associated with heart rot. <BR><SPACER size=3D"50" =
type=3D"horizontal"><B>Type=20
II</B>--Knots containing soft or loose fibers (decay) which are not =
associated=20
with heart rot. <BR><B>Face of Pole</B>. The concave side of greatest =
curvature=20
in poles with sweep in one plane and one direction, or the side of =
greatest=20
curvature between ground line and top in poles having reverse or double =
sweep.=20
<BR><B>Groundline Section.</B> That portion of a pole between 1 ft above =
and 2=20
ft below the ground line, as defined in the pole dimension tables. =
<BR><B>Hollow=20
Heart</B>. A void in the heartwood caused by decay or insect attack.=20
<BR><B>Hollow Pith Center.</B> A small hole at the pith center of the =
trunk or=20
of a knot caused by disintegration of the pith (small soft core =
occurring in the=20
structural center of a tree or branch). <BR><B>Insect Damage</B>. Damage =

resulting from the boring into the pole by insects or insect larvae. =
Scoring or=20
channeling of the pole surface is not classed as insect damage. =
<BR><B>Kiln=20
Drying</B>. Drying by the use of heated air in batch or progressive-type =
kilns.=20
<BR><B>Knot Diameter</B>. The diameter of a knot on the surface of the =
pole=20
measured in a direction at right angles to the lengthwise axis of the =
pole. The=20
sapwood as well as the heartwood portion of a knot shall be included in =
the=20
measurement. <BR><B>Red Heart</B>. A condition caused by a fungus, Fomes =
pini,=20
that occurs in the living tree. It is characterized in the early stages =
of=20
infection by a reddish or brownish color in the heartwood (known as =
"firm red=20
heart"). Later the wood of the living tree disintegrates (decays) in =
small,=20
usually distinct, areas that develop into white-lined pockets. =
<BR><B>Sap=20
Stain</B>. A discoloration of the sapwood, caused by the action of =
certain molds=20
and fungi, that is not accompanied by softening or other disintegration =
of the=20
wood. <BR><B>Scar</B>. A depression in the pole's surface resulting from =
a wound=20
where healing has not reestablished the pole's normal cross section.=20
<BR><B>Scar, Turpentine Acid Face</B>. An area in the lower portion of a =

southern pine pole where bark hack removal with acid applied has caused =
resin to=20
flow. No removal of sapwood has occurred. <BR><B>Scar, Turpentine Cat =
Face.</B>=20
A depression in the surface of a southern pine pole resulting from a =
wood hack=20
into the sapwood, where healing has not reestablished the pole's normal =
cross=20
section. <BR><B>Shake.</B> A separation along the grain, the greater =
part of=20
which occurs between the rings of annual growth. <BR><B>Short Crook.</B> =
A=20
localized deviation from straightness which, within any section 5 ft =
long or=20
less, is more than 1/2 the mean diameter of the crooked section.=20
<BR><B>Spiral-grained (twist-grained) Wood</B>. Wood in which the fibers =
take a=20
spiral course about the trunk of a tree instead of a vertical course. =
The spiral=20
may extend in a right-handed or left-handed direction around the tree =
trunk.=20
Spiral grain is a form of cross grain. <BR><B>Split</B>. A lengthwise =
separation=20
of the wood due to the tearing apart of the wood cells. <BR><B>Steam=20
Conditioning.</B> Subjecting poles in a closed vessel to steam prior to=20
treatment. <BR><B>Sweep</B>. Deviation of a pole from straightness.=20
<P>Appendix B <BR>Grading Bourbon Stave and Heading Bolts <BR><SPACER =
size=3D"50"=20
type=3D"horizontal">All bolts must be split from live, sound, =
straight-grained=20
White Oak timber (preferably 16 to 20 inches in diameter) and must be =
free of=20
all defects, such as knots, heart checks, bird pecks, streaks, shake, =
cat faces,=20
worm holes, water soak, bows or crooks.=20
<P><A =
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00130.gif">(Figure=20
18)</A><A =
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00130.gif"></A>=20
<P>Requirements for Stave Bolts <BR><SPACER size=3D"50" =
type=3D"horizontal">No. 1=20
stave bolts must square up 5 inches of heartwood and measure 39 inches =
long.=20
<BR><SPACER size=3D"50" type=3D"horizontal">No. 2 stave bolts include =
all bolts not=20
squaring 5 inches of redwood and with a minimum of 5 1/2 inches of =
redwood from=20
sap to apex.=20
<P>(Figure 19) <BR><A=20
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00132.gif">(Figure =
20)</A><A=20
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00132.gif"></A>=20
<P>Requirements for Heading Bolts <BR><SPACER size=3D"50" =
type=3D"horizontal">No. 1=20
heading bolts must be 15 to 18 inches from corner to comer, and 8 inches =
deep=20
from heart to sap. <BR><SPACER size=3D"50" type=3D"horizontal">No. 2 =
heading bolts=20
must be 11 to 15 inches from corner to corner, and a minimum of 6 1/2 =
inches=20
from heart to sap.=20
<P>Rules for Inspections of Bourbon Stave Bolts <BR><SPACER size=3D"50"=20
type=3D"horizontal">Bolts must be split from sound straight-grained =
White Oak=20
timber and must be free from all defects, such as knots, heart checks, =
bird=20
pecks, streaks, shake, cat faces, worm holes, water soak, bows or =
crooks.=20
<BR><SPACER size=3D"50" type=3D"horizontal">Green bolts must have the =
following=20
dimensions: 39 inches long, 5 inches to 8 inches wide from heart to sap. =

<BR><SPACER size=3D"50" type=3D"horizontal">Bolts must average 6 inches =
deep and can=20
be 5 inches to 8 inches deep clear of sap. <BR><SPACER size=3D"50"=20
type=3D"horizontal">Bolts will be measured in ricks 4 ft high and 8 ft =
long.=20
<P>Rules for Inspection of Bourbon Heading Bolts <BR><SPACER size=3D"50" =

type=3D"horizontal">Bolts must be split from sound, straight-grained =
White Oak=20
timber 20 inches and up, and must be free from all defects, such as =
knots, heart=20
checks, bird pecks, streaks, shake, cat faces, worm holes, water soak, =
bows or=20
crooks. <BR><SPACER size=3D"50" type=3D"horizontal">Green bolts must =
have the=20
following dimensions: 23 inches long, 6 inches and wider from heart to =
sap.=20
<BR><SPACER size=3D"50" type=3D"horizontal">Bolts must average 8 inches =
deep, and=20
can be 6 inches and deeper clear of sap. <BR><SPACER size=3D"50"=20
type=3D"horizontal">Bolts will be measured in ricks 4 ft high and 8 ft =
long.=20
<P>(Figure 21) <BR>(Figure 22) <BR><A=20
href=3D"http://www.ca.uky.edu/agc/pubs/for/for9/fff00135.gif">(Figure =
23)</A>=20
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