This research study was performed to document and evaluate engineering prop
erties of controlled low-strength materials containing by-product foundry s
and (FS-CLSM). Mixtures containing clay-bonded and chemically bonded sand w
ere compared in the plastic and hardened states to CLSM mixtures containing
uniformly graded crushed limestone sand. The data presented show that by p
roduct foundry sand can be successfully used in CLSM and it provides simila
r or better properties to that of CLSM containing crushed limestone sand. T
he foundry sand assisted in keeping the strength from exceeding the desired
upper limit of 700 kPa. Claybonded sand retarded the setting time, and che
mically bonded sands required a reduction in water to control bleeding. CLS
M containing a combination of fly ash and chemically bonded sands was shown
to have excellent characteristics for flowable backfill and excavatable ba
se material.