concrete design mix analysis

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CONCRETE DESIGN MIX ANALYS INPUT MATERIALS PROPORTION PROPE Sp. Gr. Cement 1 3.05 Sand 2 2.66 Gravel 3 2.7 PRICES Cement 210.00 Sand 1100.00 Gravel 1100.00 RESULTS Cement 9.8358 Bags Sand 0.5570 m3 Gravel 0.8356 m3 Cost per cu.m. of Concrete Mix 3,597.39 www.samotech.net

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Page 1: Concrete Design Mix Analysis

CONCRETE DESIGN MIX ANALYSIS

INPUT

MATERIALS PROPORTIONPROPERTIES

Sp. Gr. Unit Wt.

Cement 1 3.05 1510Sand 2 2.66 1708Gravel 3 2.7 1630

PRICESCement 210.00Sand 1100.00Gravel 1100.00

RESULTSCement 9.8358 Bags Note: 1 bag = 1 cu. Ft.

Sand 0.5570 m3Gravel 0.8356 m3

Cost per cu.m. of Concrete Mix 3,597.39

www.samotech.net

Page 2: Concrete Design Mix Analysis

PROPORTION MAT'LSPROPERTIES

Sp. Gr. Unit Wt.1 cement 3.05 15102 sand 2.66 17083 gravel 2.7 1630

Total vol. Of conc. / bagCement Factor

QTY. OF MAT'LS MAT'LSPROPERTIES

Sp. Gr. Unit Wt.9.8358 cement 3.05 15100.5570 sand 2.66 17080.8356 gravel 2.7 1630

Total vol. of cured concrete

Prices:Cement 210.00Sand 1100.00Gravel 1100.00

Cost of Concrete per cubic meter 3,597.39

Page 3: Concrete Design Mix Analysis

VOL/BAG CURED VOL.

0.028316846592 1.42 0.0140 9.83580.056633693184 2.83 0.0364 0.55700.084950539776 4.25 0.0513 0.8356

Total vol. Of conc. / bag 0.1017Cement Factor 9.8358

VOL CURED VOL. BAGS/BATCH

0.278520219484 0.1379 9.84 1.000.557040438968 0.3577 19.67 2.000.835560658452 0.5044 29.51 3.00

Total vol. of cured concrete 1.0000 weight

VOLUME (in cans)

QTY. OF MAT'LS/CU.M.

ACTUAL PROPORTION

Page 4: Concrete Design Mix Analysis

bagscu.m.cu.m.

420.5655 849.49951.4251 14821361.964 2256

2378.54 2399 kgs

Page 5: Concrete Design Mix Analysis

G-1 DesignSlump 3"-4" 28 days 14 days 7 days 5 days 3 days

1200 5.501300 6.001500 6.251800 7.00 7.25 8.50 9.002000 7.50 8.50 9.00 9.502500 8.00 9.75 10.75 11.753000 9.00 11.75 12.75 13.25 15.003500 10.00 13.25 15.00 15.00 16.004000 11.75 15.50 16.75 18.00 18.504500 13.50 16.00 17.50 18.50 19.005000 15.00 17.50 18.006000 16.00

525F 9.00 11.75 12.75 15.00 16.00550F 9.50 12.25 13.25 17.00 18.00600F 11.50 15.00 17.00720F 14.00

SPECIAL DESIGN6 days 4 days 2 days

525F 14.00 15.50 17.00550F 16.00 17.50 19.00

G-3/4" DesignSlump 3"-4" 28 days 14 days 7 days 5 days 3 days

1300 7.001500 7.25 8.50 9.50 10.001600 7.501800 8.002000 8.50 9.75 10.00 11.25 11.752500 9.00 10.75 11.75 12.75 13.253000 10.00 12.75 13.75 15.00 15.503500 11.25 15.00 16.00 16.50 17.004000 12.75 16.00 17.50 18.00 18.504500 14.75 16.50 18.00 18.50 19.005000 16.00 17.50 18.50 19.00 19.506000 17.50 19.00

Pumpcrete DesignSlump 5"-6" 28 days 14 days 7 days 5 days 3 days

2000 9.50 10.75 11.00 12.25 12.752500 10.00 11.25 12.75 13.50 14.503000 11.50 13.75 15.00 15.50 16.503500 13.50 15.50 17.00 17.504000 14.50 17.00 18.004500 16.00 17.50 18.505000 17.00 18.00 19.006000 19.00

Page 6: Concrete Design Mix Analysis

G-3/8" DESIGN G-3/8" DESIGNSlump 3"-4" 28 days Slump 5"-6" 28 days

2500 10.50 11.503000 11.50 12.503500 13.25 14.254000 15.00 16.004500 15.50 16.505000 16.50 17.506000 18.00 18.50

* Source ACAP (Association of Concrete Aggregates of the Philippines)