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Page Title: Direct Readings
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Leveling Rods
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Builder 3&2 Volume 01 - Construction manual for building structures
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Figure 5-11.—Direct reading of 5.76 ft on Philadelphia rod.

The  Philadelphia  rod  consists  of  two  sliding sections, which can be fully extended to a total length of 13.10 feet. When the sections are entire] y closed, the total length is 7.10 feet. For direct readings (that is, for readings on the face of the rod) of up to 7.10 and 13.10 feet, the rod is used extended and read on the back by the rodman.    If you are in the field and don’t have a Philadelphia rod, you can use a 1-by-4 with a mark or a 6-foot wooden ruler attached to a 2-by-4. In direct readings, the person at the instrument reads the graduation on the rod intercepted by the cross hair through the telescope. In target readings, the rodman reads the graduation on the face of the rod intercepted by a target. In figure 5-8, the target does not appear; however, it is shown in figure 5-9. As you can  see,  it  is  a  sliding,  circular  device  that  can  be moved up or down the rod and clamped in position. It TARGET  READINGS Figure 5-9.—Philadelphia rod set for target reading of less than 7,000 feet. 5-6 is  placed  by  the  rodman  on  signals  given  by  the instrumentman. The  rod  shown  in  the  figures  is  graduated  in  feet and hundredths of a foot. Each even foot is marked with a large red numeral, and, between each pair of adjacent red numerals, the intermediate tenths of a foot are marked with smaller black numerals. Each intermediate hundredth of a foot between each pair of adjacent tenths is indicated by the top or bottom of one of the short, black dash graduations. DIRECT  READINGS As the levelman, you can make direct readings on a self-reading rod held plumb on the point by the rodman. If you are working to tenths of a foot, it is relatively simple to read the footmark below the cross hair and the tenth mark that is closest to the cross hair. If greater precision is required, and you must work to hundredths, the reading is more complicated (see figure 5-10). For  example,  suppose  you  are  making  a  direct reading that should come out to 5.67 feet. If you are using a Philadelphia rod, the interval between the top and  the  bottom  of  each  black  graduation  and  the interval  between  the  black  graduations  (figure  5-11  ) each represent 0.01 foot. For a reading of 5.76 feet, there  are  three  black  graduations  between  the 5.70-foot mark and the 5.76-foot mark. Since there are three graduations, a beginner may have a tendency to misread 5.76 feet as 5.73 feet. As you can see, neither the 5-foot mark nor the 6-foot mark is shown in figure 5-11. Sighting through the telescope, you might not be able to see the foot marks to which you must refer for the reading. When you cannot see the next lower foot mark through the telescope,  it  is  a  good  idea  to  order  the  rodman  to raise the red. On the Philadelphia rod, whole feet numerals  are  in  red.  Upon  hearing  this  order,  the rodman  slowly  raises  the  rod  until  the  next  lower  red figure  comes  into  view. For  more  precise  vertical  measurements,  level rods may be equipped with a rod target that can be set and clamped by the rodman at the directions of the instrumentman.  When  the  engineer’s  level  rod  target and the vernier scale are being used, it is possible to make readings of 0.001 (one-thousandth of a foot), which is slightly smaller than one sixty-fourth of an

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