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Page Title: Figure 14-1.-Common types of bench mark construction and application.
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CHAPTER 14 DIRECT LEVELING AND BASIC ENGINEERING SURVEYS
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Engineering Aid 3 - Beginning Structural engineering guide book
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DATUM

Figure  14-1.-Common  types  of  bench  mark  construction and application. and are generally marked to show the elevation above  sea  level.  When  the  elevation  is  not marked,   you   can   find   out   what   it   is   by contacting the government agency that originally set  the  BM.  Just  be  sure  you  give  them  the same  identification  number  as  the  one  on the   marker.   The   type   of   standard   bronze markers  used  was  discussed  in  chapter  11  of this training manual. BMs  may  be  constructed  in  several  ways. Figure 14-1, view A, shows brass shaft stocks in the  tops  of  permanent  horizontal  control  points (monuments).  Sometimes,  monuments  of  this  type are  also  used  for  vertical  control  BMs.  Original BMs  may  be  constructed  in  the  same  manner. When regular BM disks are not available, brass, not steel, 50-caliber empty shell casings may be used. The shank of the empty shell casings should be  drilled  crosswise  and  a  nail  inserted  to  prevent its   being   pulled   out   or   forced   out   by   either expansion  or  contraction. For short lines and a level circuit of a limited area,  any  substantial  object  may  be  used  for vertical control BMs. The remark in the field notes should bear the proper identification of the BMs used. Figure 14-1, view B, shows a mark like those commonly  used  on  tops  of  concrete  walls, foundations, and the like. Lines are chiseled out with  a  cold  chisel  or  small  star  drill  and  then marked with paint or keel. The chiseled figures should be about the same size as the base area of the  rod.  Preferably,  they  should  be  placed  on some  high  spot  on  the  surface  of  the  concrete structure. A spike may be driven into the root of a tree or placed higher up on the trunk of the tree when the  limb  clearance  allows  higher  rod  readings. Figure  14-2,  view  A,  shows  the  recommended  way to do this. The rod should be held on the highest edge  of  the  spike,  and  the  elevation  should  be marked on the blazed portion of the tree. Figure 14-2, view B, shows a spike driven on a pole or post that also represents a BM. Drive the spike in horizontally on the face of the post in line with the  direction  of  the  level  line.  For  the  reading, hold the rod on the uppermost edge of the spike. After the elevation has been figured, mark it on the  pole  or  post  for  future  reference. Stakes driven into the ground can also be used as TBMs, especially if no frost is expected before they are needed. A detailed description of these points is just as important as one for a monument station. In   most   permanent   military   installations, monument BMs are established in a grid system approximately  one-half  mile  apart  throughout the base to have a ready reference for elevations of  later  construction  in  the  station.  Generally, these  BMs  are  fenced  to  mark  their  locations.  The fence  also  serves  to  protect  them  from  being accidentally  disturbed. BM systems or level nets consist of a series of BMs that are established within a prescribed order of accuracy along closed circuits and are tied to a datum. These nets are adjusted by computations that minimize the effects of accidental errors and are  identified  as  being  of  a  specific  order  of accuracy. In  certain  areas,  TIDAL  BENCH  MARKS must   be   established   to   obtain   the   starting datum  plane  or  to  check  previously  established elevations. Tidal bench marks are permanent BMs 14-2

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