Windance Sub-LR 850405Hooper Engineering Laboratories, Inc.
Construction Materials Testing
MIX DESIGN
PROO'ECT: Plant Mix DATE:
CLIENT: MFC Re&dj-Mix. Inc.
S tump: 4 t o e
~ggreg~te Size: 1" Ct. St.
Co[rse ~ggreg~te ~ST~33 l"-e4 1850 It 188
SP GE ~ . 65
Coarse Aggregate ASTM C33
8P Gr. 2.65
Fine Aggregate ASTM C33
Sp Gr. 2.60
Water
Sp Gr. 1.00
Admixture ASTM C494
$44N
0
1424
240
20.5 oz.
0 000
8 778
3 846
0 000
Admixture ASTM C260 2.0 os ! 080
% Air 4 %
Total Weight 3914 27.000
Fresh Unit Weight #1cf
Water Cement Ratio #/#
Fly Ash, % of Cementitious Mat.
DISTRISUTION: (2) MFC Readi-Mix,
Ino
145.0
0.60
20.00
2810 Walnut Hill Lane Dallas , Texas 7~22g (214) 351,e41~