Form Design Drawing - Concrete Canoe

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�PATCH Mixture��
2011 Concrete canoe Mix Design
YD SG
Amount
(lb/yd 3 )
Volume
(ft 3 )
Amount
(lb)
Volume
(ft 3 )
Amount
(lb/yd 3 )
Volume
(ft 3 Design Batch Size (ft
Cementitious Materials
)
CM1 Type I White Portland Cement
3.15 294.97 1.501 1.64 0.008 262.54 1.336
CM2 VCAS-8
2.60 235.98 1.455 1.31 0.008 210.03 1.295
3 Mixture ID: Black�Diamond Patch Mix
):
0.15
Design Proportions
(Non SSD)
Actual Batched
Proportions
Yielded Proportions
CM3 3.10 58.99 0.305 0.33 0.002 52.50 0.271
Total Cementitious Materials:
589.94 3.260 3.28 0.018 525.07 2.902
Aggregates
A1 Highway Spheres
Abs: 0% 1.95 203.07 1.669 1.13 0.009 180.74 1.485
A2 Poraver Abs: 4% 0.75 234.33 5.007 1.30 0.028 208.56 4.456
® Siscorspheres 0.25-0.5 mm
A3 Poraver Abs: 4% 0.56 349.92 10.014 1.94 0.056 311.44 8.913
Total Aggregates:
787.32 16.690 4.37 0.093 700.75 14.854
Water
W1 Water for CM Hydration (W1a + W1b)
259.57 4.160 1.44 0.023 231.03 3.702
W1a. Water from Admixtures
1.00 42.50 0.24 37.83
W1b. Additional Water
217.07 1.21 193.20
W2 Water for Aggregates, SSD
1.00 23.37 0.13 20.80
Total Water (W1 + W2):
Solids Content of Latex Admixtures, Dyes, & Solid Admixtures
282.94 4.160 1.57 0.023 251.83 3.702
® Siscorspheres 0.5-1.0 mm
S1 Rhoplex 1.12 14.33 0.204 0.08 0.001 12.75 0.182
Total Solids of Admixtures:
14.33 0.204 0.08 0.001 12.75 0.182
® MC-1834P Emulsion (PMA)
Ad1 Rhoplex 8.8 lb/gal 47.10 75.00 16.09 2.46 0.09 66.8 14.32
® Water in
Admixture
(lb/yd
MC-1834P Emulsion (PMA)
3 Admixtures (including Pigments in Liquid Form)
% Solids
)
Dosage
(fl oz/cwt)
Water in
Admixture
(lb/yd 3 )
Amount
(fl oz)
Water in
Admixture
(lb)
Dosage
(fl oz/cwt)
Ad2 ADVA 8.9 lb/gal 40.00 45.00 11.08 1.47 0.06 40.1 9.86
Ad3 Daravair® AT60 (AEA)
8.6 lb/gal 5.00 6.00 2.26 0.20 0.01 5.3 2.01
® CAST 575 (HRWR)
Ad4 V-MAR 8.4 lb/gal 3.50 35.00 13.08 1.15 0.07 31.2 11.64
Water from Admixtures (W1a):
42.50 0.24 37.83
® F100 (VMA)
Cement-Cementitious Materials Ratio 0.500 0.500 0.500
Water-Cementitious Materials Ratio 0.440 0.440 0.440
Slump, Slump Flow, in. 0.00 +/- 0.25 in. 0.00 +/- 0.25 in. 0.00 +/- 0.25 in.
M Mass of Concrete. lbs 1674.53 9.30 1490.40
V
T
D
D
A
Y
Komponent ®
Absolute Volume of Concrete, ft 3 24.31 0.135 21.64
Theorectical Density, lb/ft 3 = (M / V) 68.87 68.87 68.87
Design Density, lb/ft 3 = (M / 27)
Measured Density, lb/ft
Air Content, % = [(T - D) / T x 100%] 9.95 19.85 19.85
3 55.200 55.200
Yield, ft 3 = (M / D) 27 0.169 27
Ry Relative Yield = (Y / Y D) 1.124
62.02
B-2