This guide provides information useful in the design and construction of a successful site-paving project for heavy-duty industrial and trucking facilities. This information assists architects\/engineers, contractors, and testing agencies with designing, detailing, constructing, repairing, and inspecting site paving. Engineers use this guide to make recommendations for the pavement support system, concrete mixture, pavement thickness, joint spacing, and load transfer devices. Thickness design tables are including for common over-the-road trucks and industrial lift trucks. Tables are also provided to check the pavement thickness for punching shear and concrete strength for bearing stress applied by loaded trailers that have been disconnected from the tractor. Contractors use this guide to understand proper ways to construct site paving with block or strip placements and avoid common mistakes made during construction. Proper placing, consolidating, and finishing techniques are described to construct a durable pavement that complies with the project documents. Inspectors and testing agencies use this guide to understand the design and be better equipped to monitor the project from stripping and grubbing of the site to concrete pavement curing. Testing and inspection included in this guide should only be done by individuals holding the appropriate certifications. Keywords: industrial pavement; joint stability; lift truck; lug anchor; over-the-road truck; pavement support system; sustainable industrial pavement system; unreinforced concrete pavement.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 4<\/td>\n | CHAPTER 1\u2014GENERAL 1.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | 1.2\u2014Scope 1.3\u2014Background CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | CHAPTER 3\u2014SUBGRADES AND SUBBASES 3.1\u2014Pavement support system <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 3.2\u2014Subgrade\/subbase failure modes 3.3\u2014Subgrade considerations <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 3.4\u2014Subbase considerations <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | CHAPTER 4\u2014PAVEMENT DESIGN 4.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 4.2\u2014Loads <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 4.3\u2014Concrete properties <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 4.4\u2014Jointing <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 4.5\u2014Reinforcement <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | 4.6\u2014Joint stability (load transfer) <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 4.7\u2014Thickness design <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | 4.8\u2014Other design features <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | CHAPTER 5\u2014CONCRETE MATERIALS AND MIXTURE PROPORTIONING 5.1\u2014Introduction 5.2\u2014Cementitious materials <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | 5.3\u2014Mixing water 5.4\u2014Aggregates 5.5\u2014Admixtures 5.6\u2014Concrete mixture design <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | CHAPTER 6\u2014CONSTRUCTION 6.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | 6.2\u2014Subgrade and subbase preparation <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | 6.3\u2014Layout for construction <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | 6.4\u2014Forming and use of rigid screed guides 6.5\u2014Concrete placement, screeding, and finishing <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | 6.6\u2014Installation of the different joint types <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | 6.7\u2014Joint sealing or filling 6.8\u2014Curing 6.9\u2014Special considerations for adverse weather conditions <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | 6.10\u2014Striping 6.11\u2014Opening to traffic <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | CHAPTER 7\u2014INSPECTION AND TESTING 7.1\u2014Introduction 7.2\u2014Site preparation and grading 7.3\u2014Subgrade and subbase <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | 7.4\u2014Forming 7.5\u2014Reinforcing steel 7.6\u2014Concrete quality <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | 7.7\u2014Concrete curing 7.8\u2014Jointing 7.9\u2014Surface texture CHAPTER 8\u2014MAINTENANCE AND REPAIR 8.1\u2014Introduction 8.2\u2014Surface sealing <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | 8.3\u2014Joint resealing and crack sealing 8.4\u2014Partial depth repair 8.5\u2014Full-depth repair <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | 8.6\u2014Undersealing and leveling CHAPTER 9\u2014SUSTAINABILITY AND INDUSTRIAL CONCRETE PAVEMENTS 9.1\u2014Sustainability considerations 9.2\u2014Concrete as a sustainable industrial pavement system <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | 9.3\u2014Life cycle analysis <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | CHAPTER 10\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | Authored documents <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | APPENDIX A\u2014SOIL CLASSIFICATIONS AND DYNAMIC CONE PENETROMETER A.1\u2014Soil classifications <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | A.2\u2014Dynamic cone penetrometer APPENDIX B\u2014THICKNESS DESIGN SOFTWARE AND THICKNESS DESIGN EXAMPLE B.1\u2014Proprietary design software <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | B.2\u2014Thickness design example <\/td>\n<\/tr>\n | ||||||
| 67<\/td>\n | APPENDIX C\u2014LOAD TRANSFER THROUGH ENHANCED AGGREGATE INTERLOCK C.1\u2014Load transfer through enhanced aggregate interlock <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | APPENDIX D\u2014DRYING AND THERMAL EXPANSION AND CONTRACTIO OF CONCRETE D.1\u2014Drying and thermal expansion and contraction D.2\u2014Curling and warping D.3\u2014Factors that affect shrinkage, curling, and warping <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | D.4\u2014Compressive strength and shrinkage D.5\u2014Relation between curing and curling and warping D.6\u2014Curling and warping stresses in relation to joint spacing <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI PRC-330.2-17: Guide for the Design and Construction of Concrete Site Paving for Industrial and Trucking Facilities (Reapproved 2020)<\/b><\/p>\n |