Page 264 - Civil Engineering Formulas
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198                    CHAPTER EIGHT

             The load, or amount of material a machine carries, can be determined by
           weighing or estimating the volume. Payload estimating involves determination
           of the bank cubic yards (cubic meters) being carried, whereas the excavated
           material expands when loaded into the machine. For determination of bank
           cubic yards (cubic meters) from loose volume, the amount of swell or the load
           factor must be known.
             Weighing is the most accurate method of determining the actual load. This is
           normally done by weighing one wheel or axle at a time with portable scales,
           adding the wheel or axle weights, and subtracting the weight of the vehicle when
           empty. To reduce error, the machine should be relatively level. Enough loads
           should be weighed to provide a good average:
                                    weight of load, lb (kg)
                          3
                    Bank yd                                     (8.50)
                                                         3
                                                    3
                              density of material, lb/bank yd (kg/m )
           Equipment Required
           To determine the number of scrapers needed on a job, required production must
           first be computed:
                                                            3
                                                         3
                                             quantity, bank yd (m )
                                       3
                 Production required, yd /h (m /h)              (8.51)
                                  3
                                               working time, h
                                                      3
                                                           3
                                     production required, yd /h (m /h)
                  No. of scrapers needed                        (8.52)
                                                      3
                                                          3
                                     production per unit, yd /h (m /h)
                                            scraper cycle time, min
                  No. of scrapers a pusher can load             (8.53)
                                             pusher cycle time, min
             Because speeds and distances may vary on haul and return, haul and return
           times are estimated separately.
                               haul distance, ft  return distance, ft
              Variable time, min                                (8.54)
                               88   speed, mi/h  88   speed, mi/h
                                haul distance, m  return distance, m

                              16.7   speed, km/h  16.7   speed, km/h
           Haul speed may be obtained from the equipment specification sheet when the
           drawbar pull required is known.

           VIBRATION CONTROL IN BLASTING

           Explosive users should take steps to minimize vibration and noise from blasting
           and protect themselves against damage claims.
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