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The specific gravity of the 20 and 10 mm coarse aggregates and crushed sand were 2.56, 2.55, and 2.57, respectively. Absorption of coarse and fine aggregates carried out at different times of immersion in water is given in Table 2 .

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El-Sayed Sedek Abu Seif and Abdullah R. Sonbul : Engineering properties of concrete made with crushed aggregates of diorite, Jeddah, Saudi Arabia 226 2. Daghbij Complex is represented by massive to weakly foliated, fine to coarse grained dioritic rocks. 3.

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Consequently, damage caused by the use of unsuitable aggregates has been observed on structures to an increased extent. Given the variety of natural aggregates exploited in the different regions, a research programme was established, aimed at providing a general overview of the properties of aggregates in Saudi Arabia.

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The coarse aggregate used had a nominal maximum size of 16 mm, a specific gravity of 2.79, and was required to pass the #7 gradation limits defined by ASTM C 33 (sieve openings ranging from 12.5 to 4.75 mm). The fine aggregate had a fineness modulus of 3.0, a specific gravity of 2.78, and was also required to meet ASTM C 33 gradation requirements .

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Materials and Structures/MatOriaux et Constructions, 1987, 20, 260-264 Aggregates in Saudi Arabia: a survey of their properties and suitability for concrete

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Classified Crushed Sand (Fine Aggregate) 0 – 5 mm (less than 3% filler) Crushed Aggregate (Coarse Aggregate) 5 – 10 mm Crushed Aggregate (Coarse Aggregate) 10 – 20 mm

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