Cambridge Phase 1-CS 950103 (2) ANDREWS
GUNITE INC.
January 3, 1995
To: Ron Robertson
ROBER%~ON POOLS, INC.
600 S. Denton Tap, Suite 116
Caoppell, Texas 75019
From: Dale Andrews
Re: Cambridge b~nor subdivision overflow/spillway
The mix we will use for the above referenced project will be a 4~ to 1
mix design. 4½ parts sand to 1 part portland cement.
The sand we will use will meet with ASTM C33 specs. The cement will be
a portland Type I.
This design mix will produce 3000 psi.
Dale L. Andrews, President
2'~,26 .- }5 x, :,-tv, · (>.::.>[:-'.or,, ?--sxas 7500.t:. ·, 214~ 323-0405 · Metre (2 !4~ 2,63-3950 · Fax I-214-242-9587