Stonemeade-LR 930409® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
•
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 4845804
PORTLAND CEMENT CONCRETE MIX DESIGN REPORT
Report Date 04/09/93 Sample Date 04/07/93
To Centex Real Estate
Project # 0392002035
Project Stonemeade Estates, Parks of Coppell, Mill Creek - Coppell, Texas
Identification Portland Cement Concrete Mix Design, 3000 PSI Strength, 28 Days Age, Slip Form
Placement, 5.0 Sack Mix
Cement
470
2.39
Coarse Aggregate
2000
12.09
Fine Aggregate
1214
7
235
3.77
Water
Admixture Air Entraining Agent
3.6 oz.
1
Admixture Water Reducing Agent
17.0 oz.
Totals
3919
27.00
Aggregate Ratios by Volume: CA - 62.0% FA - 38.096 Weight of Fresh Concrete (P.C.F): 145.2
Adjust water to maintain 2 ±1" slump. Adjust air entraining agent to maintain 5 +I% air content.
Technician: B. Lucas
/br City of Coppell -Larry Davis
Centex Real Estate Corporation - Derek Earle, P.E. City of Coppell - Garreth D. Campbell, Sr,�
Mara Sinacola and Sons
This report is for the sole use of the client addressed. The use of our company name must receiveour prior written consent. This report applies only to the sample teste02436
does not necessarily represent identical or similar samples.
MAXIM ENGH OM. 94c
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens a P.O. Box 59902 a Dallas, TX 75229
(214) 247 -7575 a FAX (214) 484 -5804
PORTUND CEMENT CONCRETE MIX DESIG REPORT
Report Date 04/09/93 Sample Date 04/07/93
To Centex Real Estate
Project # 0392002035
Project Stonemeade Estates, Parks of Coppell, Mill Creek - Coppell, Texas
Identification Portland Cement Concrete Mix Design, 4000 PSI Strength, 28 Days Age, Hand
Placement, 6.0 Sack Mix
;REOUIREMENIS r
DESIGN*
SPECIFICATION
Compressive Strength (psi /days)
Qne Cubic Yard SSi3 Basis
4000/28
4000/28
Cement Content (sack)
6.0
6.0
Slump (inches)
4 ±1
.5
Water Cement Ratio (lbs/lbs)
1900
•44
11.49
Entrained Air Content (°/,)
3 to 6
3 to 6
PRQPt?RTIQNS
PE3UND$
A< SC)l yJTk VOW#A CUBIC t"EET
Qne Cubic Yard SSi3 Basis
Cement
564
2.87
Coarse Aggregate
1900
11.49
Fine Aggregate
1195
7.28
Water
250
4.01
Admixture Air Entraining Agent
4.2 oz.
1.
Admixture Water Reducing Agent
20.0 oz.
Totals
3909
27.00
Aggregate Ratios by Volume: CA - 61.2 FA - 38.8 Weight of Fresh Concrete (P.C.F): 144.8
Adjust water to maintain 4 ±1" slump. Adjust air entraining agent to maintain 4 ±1% air content.
Technician: B. Lucas
/br City of Coppell - Larry Davis
Centex Real Estate Corporation - Derek Earle, P.E. City of Coppell - Garreth D. Campbell, Sr.
Mario Sinacola and Sons
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. 02435
MAXIM ENGNEEFM INC