PART VI —RIGID PAVEMENT Section No. Page No. Section 601 Portland Cement Concrete Pavement ................................ ............................ 308 Section 602 Portland Cement Co ncrete Pavement Rehabilitation ................................ ..... 331 Section 601 Portland Cement Concrete Pavement
601.01 DESCRIPTION. Construct Portland Cement Concrete Pavement
(PCCP) on a prepared subgrade or base course in accordance with these specifications and as shown on the plans. Definition: Fresh concrete is being in a plastic state that has not achieved initial set. Quality assurance requirements shall be as specified in the latest edition of the Department’s publication entitled Application of Quality Assuran ce Specifications for Portland Cement Concrete Pavement and Structures.
601.02 Materials.
Provide materials as specified in the following sections and subsections. Portland Cement Concrete Section 901 , Section Aggregates Section 1003 Joint Materials Section 1005 Reinforcing Steel 1009.01 Dowel Bars 1009.03 Curing Materials 1011.01 Epoxy Resin Systems Section 1017 Water 1018.01 Hydrated Lime 1018.02 Non-Shrink Grout 1018.04 Geotextile Fabric Section 1019 Furnish either Type B or D concrete. Use the same type of concr ete throughout the project, unless otherwise authorized in writing. Account for delayed and fluctuating set times and strength gain characteristics when utilizing supplemental cementitious materials in PCCP .
601.03 Construction.
601.03.1 Equipment: Provide and maintain in good mechanical condition
all equipment and tools for concrete batching, paving, finishing, and curing