CHAPTER 9 PORTLAND CEMENT CONCRETE (PCC) PAVEMENT
9.01 PRE-CONCRETING CONFERENCE
9.02 "PCC PLANT PAGE" (FORMS 800240E and 800240M)
9.03 USE OF COMMERCIAL READY MIX CONCRETE ON PAVING PROJECTS
9.11 TEMPLATE FOR CHECKING GRADES ON DRIVES ON URBAN PAVING PROJECTS
9.12 USE AND CARE OF WHEELED SURFACE CHECKER
RESERVED FOR FUTURE USE
9.13 ACCUMULATION OF MATERIALS IN TRANSPORTING VEHICLES
9.15 OPERATING FINISHING EQUIPMENT ON PREVIOUSLY PLACED CONCRETE IN MULTIPLE-LANE CONSTRUCTION WORK
9.16 EQUIPMENT WEIGHT LIMITATIONS ON NEW PAVEMENTS & PCC OVERLAYS
9.25 CD, ED, EE & EF JOINTS, AND OTHER DOWELED SUPPORT ASSEMBLIES
9.26 LONGITUDINAL JOINTS DESIGN
9.27 LONGITUDINAL JOINT (L JOINT) TIE-STEEL INSPECTION
9.28 SAW CUTS IN FULL DEPTH PCC PATCHES
9.30 INTAKES AND UTILITY ACCESSES
9.31 INTAKE CONSTRUCTION ON PAVING JOBS
9.32 BOX-OUTS FOR UTILITY ACCESSES
9.33 BOX-OUTS ON SLIPFORM PAVING
9.41 USE OF WATER IN FINISHING CONCRETE
9.42 MICROTEXTURE AND MACROTEXTURE
9.43 GROOVE DEPTH DETERMINATION
9.45 STRAIGHTEDGEING PAVEMENT SURFACE
9.50 PROTECTION, CURING, AND REPAIR
9.51 PREVENTION OF RAIN DAMAGE TO PLASTIC CONCRETE
9.52 CURING OF KEYED AND DOWELED JOINTS
9.53 REPAIR OF DEFICIENT PAVEMENT
9.55 COLD WEATHER PAVING AND PLANT OPERATIONS
9.60 CONCRETE MATERIALS ISSUES
9.61 CONCRETE SAMPLING LOCATIONS
9.63 AIR ENTRAINMENT IN PLASTIC CONCRETE
9.64 CONCRETE VIBRATION AND CONSOLIDATION
9.67 QUALITY MANAGEMENT CONCRETE (QM-C)
9.72 PARTIAL-DEPTH PCC PATCHES