Page 333 - Facility Piping Systems Handbook for Industrial, Commercial, and Healthcare Facilities
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SITE UTILITY SYSTEMS






                                              24  0.0002  0.0003  0.0004  0.0005  0.0006  0.0007  0.0008  0.001  0.0012  0.0015  0.0017  0.002  0.0025



                                              20   0.0004   0.0005  0.0007  0.0008  0.001  0.0012  0.0015  0.0017  0.002  0.0025  0.003  0.0035  0.004


                                              16   0.0006   0.0008  0.001  0.0013  0.0016  0.002  0.0025  0.003  0.0035  0.004  0.0045  0.005  0.006




                                              12   0.001   0.0015  0.002  0.0025  0.003  0.0035  0.004  0.005  0.0055  0.006  0.007  0.009  0.010


                                                  0.0015
                                              10    0.002  0.003  0.0035  0.004  0.005  0.006  0.007  0.008  0.009  0.010  0.012  0.015


                                                  0.002
                                              8     0.003  0.004  0.006  0.007  0.008  0.010  0.011  0.012  0.013  0.015  0.019  0.022

                                                  0.004
                                              6     0.005  0.007  0.009  0.012  0.014  0.016  0.018  0.020  0.022  0.026  0.031  0.037
                                                                                                                                        Depth of cover, ft †
                                                  0.006
                                              5     0.007  0.010  0.013  0.016  0.019  0.022  0.025  0.028  0.031  0.037  0.045  0.052

                                       Surface Load Factor—One Truck on Flexible Pavement *
                                                  0.009
                                              4     0.011  0.015  0.020  0.025  0.030  0.034  0.038  0.042  0.046  0.054  0.065  0.076
                                              3 1/2    0.011   0.013  0.020  0.026  0.031  0.036  0.042  0.047  0.052  0.058  0.068  0.081  0.093


                                                  0.014
                                              3     0.017  0.025  0.033  0.040  0.048  0.055  0.061  0.068  0.075  0.087  0.102  0.117 * These factors are for a single concentrated wheel load centered over an effective pipe length of 3 ft.


                                              2 1/2   0.020   0.024  0.034  0.044  0.054  0.063  0.072  0.082  0.090  0.098  0.113  0.132  0.148


                                                  0.028
                                              2     0.034  0.048  0.062  0.074  0.087  0.099  0.110  0.122  0.132  0.150  0.171  0.188
                                              Pipe size, in     3   4  6  8  10  12  14  16  18  20  24  30  36

                                       TABLE 6.10    DN     80   100  150  200  250  300  350  400  450  500  600  750  900  † 1 ft = 0.3 m.  Source: ANSI 21.1.





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