ST9502-LR 960523ENGINEERING, INC.
CONCRETE MIX DESIGN
CONTRACTOR: Site Concrete, Inc.
SUPPLIER: Site Batch
PROJECT: Town Center Drive & Blvd.
City of Coppell, Texas
CLIENT NO.: 43-1175-96
REPORT NO.: 964088
DATE OF SERVICE: May 20,1996
DATE OF REPORT: May 23, 1996
DESIGN SPECIFICATIONS: Per Clients Request, Min. 650 PSI Flex (3rd Pt) @ 7-Days, 6.0 Sacks Type I,
1.5" C. Aggregate, Slump Range 1-3", ASTM C494/C260 Admixtures
Design Strength: 650
Cement Content: 6.00
Fly Ash Content: NONE
Slump Range: I - 3"
Aggregate Size: 1.5" - #4
Aggregate Size: 0 - CfA
Admixtures: Yes
Admixtures: 5% +/- 1%
psi FLEX - 3 rd. Pt. @ 7 Days
Type I, ASTM C-150
% Cementitious Mat.-
Range
Crushed Stone Mayrock
Natural Sand Trinity
ASTM, C-494
ASTM, C-260
Weight # Estimated
I Cu Yd ICy Yd
SP GR Batch
Cement 3 15: 564i# 564 #
Fly Ash 2 45 ~: :,. 0~ 0
C. Agg. CR. STONE 2.62 ; ih:i~t980 1980
C. Agg. 0
F. Agg. Natural Sand 1130
WATER #~Gal 31.0 204 24.51
Admixture, C-494 : ;i:: ! i :::::.22~6 oz.* 22.6 oz
Entrained air % 5.0 :: i :::~?::: :::3i~i oz.* 3.5
Entraped air % 0.0 0
Total 3879 # 3879 #
1 Cu Yd
Abs. Vol. 2.869 cf
0.000
12.111
0.000
6.535
4.135
1.350
0.000
27.000 cf
* Or as recommended by the supplier.
Estimated 5% moisture in the sand, 0% moisture in stone.
Fresh Unit Weight #/cf
Water Cement Ratio #/#, Gal/Sk
Fly Ash, % of Cementitious Mat.
C. Agg. as % of Total Agg.
143.7
0.46 5.2
0.00
Site Concrete, Inc. would like to be included on your mailing list to receive all concrete test
reports. ASTM C-94 entitiles a manufacturer to receive copies of all test reports
when strength is used as a basis for acceptance.
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