|
CHAPTER 9 PORTLAND CEMENT CONCRETE (PCC) PAVEMENT |
|
|
|
|
|
9.00 |
GENERAL |
|
9.01 |
PRE‑CONCRETING CONFERENCE |
|
9.02 |
"PCC PLANT PAGE" (FORM 800240E) |
|
9.03 |
USE OF COMMERCIAL READY MIX CONCRETE ON PAVING PROJECTS |
|
9.04 |
CONCRETE DELIVERY TIMES |
|
9.10 |
EQUIPMENT |
|
9.11 |
TEMPLATE FOR CHECKING GRADES ON DRIVES ON URBAN PAVING PROJECTS |
|
9.12 |
OPERATION OF EQUIPMENT ON GRANULAR SUBBASE |
|
9.13 |
ACCUMULATION OF MATERIALS IN TRANSPORTING VEHICLES |
|
9.14 |
PCC FINISHING MACHINES |
|
9.15 |
OPERATING FINISHING EQUIPMENT ON PREVIOUSLY PLACED CONCRETE IN MULTIPLE‑LANE CONSTRUCTION WORK |
|
|
Protection of Pavement |
|
|
Surface Cleaning |
|
|
Other Equipment |
|
9.16 |
EQUIPMENT WEIGHT LIMITATIONS ON NEW PAVEMENTS & PCC OVERLAYS |
|
|
Joint Cleaning & Sealing Equipment Used on New Pavement & Unbonded PCC Overlays |
|
|
Sawing Equipment Used on Bonded PCC Overlays |
|
|
Joint Cleaning and Sealing Equipment Used on Bonded PCC Overlays |
|
9.20 |
PAVEMENT JOINTS |
|
9.21 |
JOINT SAWING |
|
9.22 |
CLEANING JOINTS |
|
9.23 |
SEALING SAWED JOINTS |
|
|
Joint Filling |
|
|
Sealing Equipment |
|
|
Backer Rod |
|
9.24 |
RESERVED FOR FUTURE USE |
|
9.25 |
CD, ED, EE & EF JOINTS, AND OTHER DOWELED SUPPORT ASSEMBLIES |
|
|
Expansion Joints |
|
|
Bond Breakers |
|
|
Dowel Tolerances |
|
|
Dowel Assembly Placement |
|
|
Marking Joint Locations |
|
|
Blanking Bands |
|
9.26 |
LONGITUDINAL JOINTS DESIGN |
|
|
Tie Bar Placement |
|
9.27 |
LONGITUDINAL JOINT (L JOINT) TIE‑STEEL INSPECTION |
|
|
Procedure |
|
|
Frequency |
|
|
Documentation |
|
|
Tolerance |
|
|
Out-of-Tolerance |
|
|
Retrofit |
|
|
Price Adjustments |
|
9.30 |
INTAKES AND UTILITY ACCESSES |
|
9.31 |
INTAKE CONSTRUCTION ON PAVING JOBS |
|
9.32 |
BOX‑OUTS FOR UTILITY ACCESSES |
|
9.33 |
BOX‑OUTS FOR SLIPFORM PAVING |
|
9.40 |
SURFACE FINISHING |
|
9.41 |
USE OF WATER IN FINISHING CONCRETE |
|
9.42 |
MICROTEXTURE AND MACROTEXTURE |
|
9.43 |
GROOVE DEPTH DETERMINATION |
|
9.44 |
PAVEMENT CROWN |
|
9.45 |
STRAIGHTEDGEING PAVEMENT SURFACE |
|
9.46 |
PAVEMENT DATE AND STATION STAMPING |
|
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 |
|
|
Recommended Repair Method |
|
9.54 |
MUD BALL REPAIR |
|
9.55 |
COLD WEATHER PAVING AND PLANT OPERATIONS |
|
|
Cold Weather Pavement Protection |
|
|
Cold Weather Plant Operation |
|
9.56 |
CURING |
|
9.60 |
CONCRETE MATERIALS ISSUES |
|
9.61 |
CONCRETE SAMPLING LOCATIONS |
|
9.62 |
TESTING PROCEDURES |
|
9.63 |
AIR ENTRAINMENT IN PLASTIC CONCRETE |
|
|
Aggregate Correction Factor |
|
|
Control of Air Content |
|
|
Verification |
|
|
Air Content Outside Tolerance |
|
|
Air Content More Than 0.5% Below Lower Target Content |
|
|
Price Adjustment |
|
9.64 |
CONCRETE VIBRATION AND CONSOLIDATION |
|
9.65 |
PAVEMENT THICKNESS CORES |
|
9.66 |
PAVEMENT SMOOTHNESS |
|
9.67 |
QUALITY MANAGEMENT CONCRETE (QM-C) |
|
|
Measurement and Payment |
|
9.70 |
PCC Patching |
|
9.71 |
Full-Depth PCC Patches |
|
|
Materials |
|
|
PCC Placement |
|
|
Curing |
|
|
Patch Thickness |
|
|
Saw Cuts |
|
|
Patch Smoothness |
|
9.72 |
Partial-Depth PCC Patches |
|
|
Materials |