Page 52 - Pipeline Rules of Thumb Handbook
P. 52

Construction  39

                                                         DITCHING



           How many cubic yards of excavation in a mile of ditch?


                                                                          .
             Multiply the width in inches by the depth in inches by 1.36;      12 ¥  30 1 36 =  490 cubic yards per mile.
                                                                       ¥
           the answer is cubic yards per mile.
                                                                                               1
                                                                   The rule is correct within about  / 5 of 1 percent; actually
                                                                 the errors in depth and width are much greater than this. To
             Example. How many cubic yards of excavation in a mile  get the cubic yards per 1,000 feet, as in computing rock ditch-
           of 12-inch ditch 30-inch deep?                        ing, use 0.257 instead of 1.36.


           Shrinkage and expansion of excavated and compacted soil


             Ever notice how the spoil from a ditch occupies a greater  Volume of undisturbed clay soil:
           volume than the ditch itself? There’s a reason. Excavate sand
           and it expands about 10 percent. Ordinary soil expands about      35 ¥  50 17 5 cu ft per lineal foot of ditch.
                                                                      .
                                                                            .
                                                                  .
                                                                        =
           25 percent and clay expands about 40 percent.
             Here’s a summary of the bulk you can expect from      Volume of the spoil will be 143 percent of the undisturbed
           excavated soil:                                       volume.
           Type soil     Undisturbed   Excavated   Compacted
                                                                                    ¥
                                                                                       .
                                                                                 .
                                                                     Volume of spoil = 143 175  = 25  +  cu ft per lineal foot.
           Sand . . . . . . . . . . . . 1.00 . . . . . . . . 1.11 . . . . . . . . 0.95
           Ordinary earth  . . . . . 1.00 . . . . . . . . 1.25. . . . . . . . 0.90  Through mechanical compaction this volume can be
           Clay . . . . . . . . . . . . . 1.00 . . . . . . . . 1.43. . . . . . . . 0.90  reduced to 15.75cuft.
             Example. Find the volume of loose spoil from a pipeline
           ditch 42 inches wide, 60 inches deep. The excavation is
           through clay.



           Ditching and trenching: labor/equipment considerations


             In determining the labor crew and equipment spread for  8. When blasting, use extreme caution and protection.
           ditching and trenching operations, the following should be  9. Clean up blasted rock to prevent damage to coated pipe.
           given consideration should they apply to the particular
           project:
                                                                 Nominal          Minimum           Normal Minimum
             1. Ditching or trenching for buried pipelines should be in  Pipe Size  Width               Coverage
               accordance with the following table of minimum width  Inches         Inches               Inches
               and coverage for all soil formations.
                                                                 4                   22                    30
             2. In rock, cut ditches at least six (6) inches wider.  6               26                    30
             3. If dirt-filled benches are used, ditch should be excavated  8         26                    30
                                                                 10                  26                    30
               deeper to obtain proper coverage.
                                                                 12                  30                    30
             4. Trench should be excavated to greater depth when  14                 32                    30
               required for proper installation of the pipe where the  16            36                    30
                                                                 18                  38                    30
               topography of the country warrants same.
                                                                 20                  40                    30
             5. Repair any damage to and maintain existing natural or  24            44                    30
               other drainage facilities.                        30                  50                    30
                                                                 36                  52                    36
             6. Do not open ditch too far in advance of pipelay crew.
                                                                 42                  58                    36
             7. Obtain permits for blasting.
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