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Table 2 Slump and average density values of concretes produced with aggregates from different mineralogical origins and water/cement (W/C) ratios

From: Mechanical Properties of Concrete Produced with Coarse Aggregates from Different Mineralogical Origins Using Ultrasonic Tests

Aggregates used in concrete production

W/C ratio

Slump (mm)

Average density (kg.m−3)

Granite

0.5

20

2295

0.7

220

2145

0.9

250

2065

1.0

280

2044

Gneiss

0.5

70

2264

0.7

100

2231

0.9

200

2155

1.0

280

2150

Limestone

0.5

30

2330

0.7

170

2291

0.9

270

2127

1.0

290

2123

Basalt

0.5

80

2134

0.7

200

2240

0.9

230

2164

1.0

280

2135