ST9302-SP 991019OCT.-19'99(TUE) 12 :23 MAXIM TECHNOLOGIES TEL :811 589 1420 P.002
TMAM
Mash Tkhpolopeo
2200 Gravel Drive
Fort Worth, TX 76118 -7123
Telephone: (817) 284.7755
Metro: (817) 589.7211
Fax: (817) 589 -1420
a
CONCRETE MIX DESIGN
CLIENT: Ed Bell
PROJECT: Sandy Lake Road
DESIGN SPECIFICATIONS: Mix 5, Class A, 5.5 sack, 3500 psi
3" slump— Paving
DQsign Strength:
Cement Content:
Fly Ash Content:
Slump:
Aggregate Size:
Admixtures:
3500 psi @ 28 Days
6.50 Sacks Type I, ASTM C -150
NONE
3" Maximum
1" to #4 Crushed Stone (Size 67)
ASTM, C -494 (Type A or D)
ASTM, C -260 (For 5% air)
DATE: October 19, 1 999
t Or as recommended by the supplier.
Fresh Unit Weight
Water Cement Ratio
Fly Ash, % of Cementitious Mat
Fresh Temperature, Deg. F
145.6 #/ cu. ft.
0.46 #/# 5.2 Gal./ sk.
0.00
90
MAX T HNOLOGIES, INC.
Tim le
FORT WORTH /DALLAS CME
WEIGHT, Lbs.
ABSOLUTE
SPECIFIC
1 Cu. Yd.
VOLUME
GRAVITY
SSD
I Cu. Yd.
Cement
3.15
517
2.630
Fly Ash
2.70
0
0.000
Coarse Agg.
2.67
1926
11.554
Fine Agg.
2.62
1246
7.620
WATER
1
240
3.848
Admixture, C -494
0
15.5 oz.*
Entrained air %
5.0
3.0 oz.*
1.350
Entraped air %
0
0.000
Total Weight:
3928 Lbs.
27.000
t Or as recommended by the supplier.
Fresh Unit Weight
Water Cement Ratio
Fly Ash, % of Cementitious Mat
Fresh Temperature, Deg. F
145.6 #/ cu. ft.
0.46 #/# 5.2 Gal./ sk.
0.00
90
MAX T HNOLOGIES, INC.
Tim le
FORT WORTH /DALLAS CME