The quality of aggregates affects the durability and performance of pavement as it is the dominant component both in rigid and flexible pavement. Hence, aggregate quality assessment is important to ensure the good performance of aggregate in different sections of pavements. The present work aims to assess the suitability of limestone for road aggregate. Thirty-seven Mesozoic limestone samples obtained from previously identified suitable quarry sites were subjected to petrographic and geotechnical analyses. Physical properties (ultrasonic pulse velocity (PVU), water absorption (Wa), Na2SO4 soundness, and specific gravity tests) and mechanical properties (unconfined compressive strength (UCS), Aggregate crushing value (ACV), Aggregate Impact Value (AIV), and Los Angles Abrasion value (LAAV)) were determined in the lab and then compared with the globally accepted standards. The petrographic observations revealed that the Mesozoic limestones of the area are dominantly composed of micrite, sparite, and bioclasts with subordinate intraclasts, ooids, Fe-oxides, and dolomites. Results of the physical properties show the rock has a mean PVU of 4859 m/s, a bulk dry specific gravity (Gsb) of 2.64, and very low water absorption capacity ranging from 0.2-5.7%, and Na2SO4 soundness ranging from 1-14%. UCS, AIV, ACV, and LAAV range from 20.5-180.5Mpa, 8-20%, 24-34%, and 18.9-31.1%, respectively. The physical, chemical and mechanical properties of the entire limestones sample comply with the required standards, suggesting their suitability as aggregate materials in road construction.
To study the interrelationships between the physical, properties of the limestone aggregate, regression analysis was applied showing a significant interrelationship between these properties.