This report describes pumps for transporting and placing concrete. Rig
id and flexible pipelines are discussed and couplings and other access
ories described. Recommendations for proportioning pumpable concrete s
uggest optimum gradation of aggregates; outline water; cement, and adm
ixture requirements; and emphasize the need for evaluation of trial mi
xes for pumpability. The importance of saturating lightweight aggregat
es is stressed. Suggestions are given for layout of lines; for maintai
ning uniform delivery rate, as well as uniform quality of concrete at
the end of the line; and for cleaning out pipelines. This report does
not cover shorcreting or pumping of nonstructural insulating or cellul
ar concrete.