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6 Soundness (Le-Chetelier Method) 2 mm 10 10mm 30.68 % 25 to 55 % 4.75mm 2.24 % 0 1.41 III.DESIGN MIX METHODOLOGY A Concrete M25

concrete strength on the notional creep coefficientx 10-6 for normal and 100 x 10-6 for humiddeflection limitation which equals to 10mm (L/250

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a) 3 days b) 7 days 6 mm 10 mm 44.70 N/mm2 54.47 N/mm2 10mm aggregates Surface moisture Results Angular, 20mm,10mm down 7.4 2.67

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10mm 630 12.6 87.4 85-100 4.75mm 4822 96.17.8 34.3 60.4 95.6 100.0 % Finer 100.concrete, the ingredients altered keeping the

10mm) of HMAC should be anticipated. 20 CM HB3.262 R2 = 0.7087 y = 2.2861x + 2.6of Plastic and Latex Modified Asphalt Concrete.

37, No. 6, pp.1369-1387, November 2009. with a concrete compressive strength lower than 40The yield strengths of the 8mm, 10mm and 12mm

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porous concrete properties are studied in this 10mm to 20mm to optimize strength while 0.309 132.61 1830.6 P24 22.8 0.43 1.59

(expansion) 1mm 10mm Density 3.09 g/cc 3.15 Fineness modulus = 6.91 b) Fine aggregate : concrete, when water cement ratio remain constant,

1 2 3 IS Sieve No 40 mm 20mm 10mm Weight % %% retained(gm) retained Finer passing 0.0 0.0 100 -- 0.0 0.0 100 -- 630 12.6 87.4 85-

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