Page 149 - Estimators Piping Man Hour Manual
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132   Section Two-FIELD FABRICATION

                          HYDROSTATIC TESTING

                       For Pressures Not Exceeding 4,OOO P.S.I.


                                  Carbon Steel Material

                            NET MAN HOURS PER LINEAR FOOT
              Standard  Extra Hvy.
        Pipe   Pipe&    Pipe&                 SCHEDULE NUMBERS
        Size  O.D, Sizes  O.D. Sizes
       Inches  3/8" Thick  1/2" Thick  20  30  40  60  80  100  120  140  160
     2 "Or Less  0.014  0.016    „    „   0.014  „  0.016  „    ..   „_  0.025
     2-1/2"    0.015    0.017    --   --  0.015  ..  0.017  --  --   --  0,028
     3         0,017    0.019    ..       0.017  „  0.019  ..        ..  0,031
                                                                —
     4         0.020    0.024    „    — ..  0.020  -  0.024  ..  0.032  --  0,036
                                      _
     5         0.022    0.026    -        0.022  „  0.026  -   0.035  -  0.041
     6         0.025    0.029    „    ..  0.025  ..  0.029  -  0.039  -  0.047
     8         0.027    0.032  0.027  0.027  0.027  0.030  0.032  0.039  0.046  0.052  0.057
      10       0.031    0.035  0.031  0.031  0.031  0.035  0.041  0.049  0.055 0.063 0.070
      12       0.034    0.039  0.034  0.034  0.038  0.044  0.053  0.061  0.068 0.077  0.087
      14O.D.   0.038    0.044  0.038  0.038  0.041  0.050  0.062  0.069  t).078  0.091  0.106
      16O.D.   0.044    0.049  0.044  0.044  0.049  0.062  0.075  0.086  0.097  0.114  0,134
      18O.D.   0.051    0.058  0.051  0.055  0.064  0.077  0.095  0.108  0.123  0.141  0.164
     20 O.D.   0.057    0,067  0.057  0.067  0.078  0.095  0.115  0.133  0.151  0.172  0.203
     24O.D.    0,076    0.086  0.076  0.087  0.115  0.141  0.175  0.200  0.230  0.265  0,304
     Above man hours are average for testing completed process systems, for a maximum holding time of one hour, and
     include time for the following operations when required:
        1) Place and remove blinds and blanks as required.
        2) Opening and closing of valves.
        3) Removal and  replacement of valves, orifice  plates, expansion joints, and  short  pieces of pipe as  may be
         required.
        4) Block up and block removal of spring-supported or counterweight-supported lines.
        5) Air purging of lines before hydro-test.
        6) Soap testing joints where required,
        7) Drain lines after  testing.
     If individual segments or spools are to be tested separately multiply above man hours by a factor often (10).
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