W Sandy Lk Addn-CS050316 T H E C I T Y 0 F
COPPELL
P.O. Box 9478
255 Parkway Bird
Coppel[, TX 75019
Phone:(972)304-3679
Fax:(972)304-3570
ENGINEERING DEPARTMENT
FAX CO VER SHEET
To: Rick Stull/McFadden & Miller From: Larry Davis
Fax: 972-40%1399 Date: March 16, 2005
Phone: Pages: 2 (including cover sheet)
Re: Mix Design CC: Joe Lee Holmes/TXI
[] Urgent XFor Review [] Please Comment [] Please Reply [] As Requested
.Comments:
Sandy Lake Distribution Center, tt00 West Sandy Lake Rd
Exception taken, please resubmit. See note on next page, LD
IF YOU DO NOT RECEIVE ALL OF THE PAGES PLEASE CALL (972) 304-3679
"Ci~ o/ Coppell Engineering- Excellence By Design"
TXI PROPRIETARY AND coNFIDENTIAL
Lake Disuibution Center
O0 Sandy Lake Road - Coppell
Mix #: 8205
Description: 517# ADMIXJAEA
Strength: 3000 psi (D, 28 Days
pAVING
Maximum Size Coarse Aggregate:
Maximum Water/Cement Ratio:
Cement/Cementifious Content:
Design Slump:
Air Entraining Agent:
I"CS
1" - g4 CRUSHED STONE
0.499 lbs/lb
517 lbs (per cubic yard)
4.00 inches
ASTM C-260
ASTM C-494 Type A or D
Admixture:
MATERIAL QUANTITIES PER t.0 CUBIC yARD AT S.S.D
414 lbs. ASTM C 150 TYPE IFil CEMENT
o31b r
84o
1295 lbs. CONCRETE SAND
258 lbs. or 31.0 Gallons of Water
2.0 to 4.0 oz/cwt 017ASTM C-494 Type A
Specified Air Content: 3.0% - 6.0%
Placement Slump: 4.00 + or - 1.00 inches
Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXI. Any Use
or dissemination without permission ts a ,aolat~on of federal criminal law
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