This paper presents a summary of findings and experiences in implementing Roller- Compacted Concrete Pavement (“RCC Pavement”) at industrial distribution facilities. The author’s experiences in RCC Pavement involved defining and taking complete responsibility from concept to completion, including but not limited to, material selection, mixture design, structural design, production, transportation, placement and curing. Using ten-plus years of experience and incorporating pertinent research findings, processes and tests lead to the development of Quality Assurance (“QA”) Processes and Quality Control (“QC”) tests/observations. Continuous improvement has been made on developing a QC program. The author’s experiences involved the use of RCC Pavement as a finished surface and dictated a high performance RCC Pavement (compressive and flexural strength as high as 40 MPa and 5MPa, respectively after only 7 days); therefore, all placement utilized an ABG paver and vibrating screed with dual tamping bars to obtain high density RCC Pavement while minimizing roller displacement and maximizing smoothness and riding characteristics of the final RCC Pavement surface. Size of the projects has limited these experiences to production of RCC Pavement through the use of either a wetbatch concrete plant or a dry-batch concrete plan in conjunction with a horizontal shaft mixer.
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