This standard covers the thickness design of ductile iron pipe complying with the
requirements of ANSI/AWWA C151/A21.51, Ductile Iron Pipe, Centrifugally Cast, for
Water. Included are: an outline of the design procedure and an example; and, the
basis of design or design methods. The bulk of the...
Back to C150/A21.50-96: American National Standard for Thickness Design of Ductile-Iron Pipe
This standard covers the thickness design of ductile iron pipe complying with the
requirements of ANSI/AWWA C151/A21.51, Ductile Iron Pipe, Centrifugally Cast, for
Water. Included are: an outline of the design procedure and an example; and, the
basis of design or design methods. The bulk of the standard comprises tables that
list thicknesses for standard laying conditions and certain depths of cover,
water working pressure, working pressures and maximum depths of cover for
standard laying conditions and standard pressure classes, and special thickness
classes of ductile iron pipe. The major revisions in this edition of ANSI/AWWA
C150/A21.50-96 include the following: the format has been changed to AWWA
standard style; the acceptance clause (Sec. I.C) has been revised to approved
wording; the truck load equation (Eq. 5) and the surface load factor (Eq. 6) have
been modified to allow for a correct distribution of units; Table 6, surface load
factors for a single truck on unpaved road, has been changed to match the revised
surface load factor equation (Eq. 6); and, the statement concerning surge
allowance in the hoop stress formula (Sec. 4.1.2 and Sec. 4.2.2) has been
modified to note that if anticipated surge pressures are other than 100 psi (689
kPa), the actual anticipated pressure should be used.