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ACI 330.2R 17:2017 Edition

ACI 330.2R 17:2017 Edition

$29.52

330.2R-17: Guide for the Design and Construction of Concrete Site Paving for Industrial and Trucking Facilities

Published By Publication Date Number of Pages
ACI 2017 72
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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.

PDF Catalog

PDF Pages PDF Title
4 CHAPTER 1—GENERAL
1.1—Introduction
5 1.2—Scope
1.3—Background
CHAPTER 2—NOTATION AND DEFINITIONS
2.1—Notation
2.2—Definitions
6 CHAPTER 3—SUBGRADES AND SUBBASES
3.1—Pavement support system
7 3.2—Subgrade/subbase failure modes
3.3—Subgrade considerations
10 3.4—Subbase considerations
12 CHAPTER 4—PAVEMENT DESIGN
4.1—Introduction
13 4.2—Loads
15 4.3—Concrete properties
16 4.4—Jointing
20 4.5—Reinforcement
21 4.6—Joint stability (load transfer)
25 4.7—Thickness design
31 4.8—Other design features
34 CHAPTER 5—CONCRETE MATERIALS AND MIXTURE PROPORTIONING
5.1—Introduction
5.2—Cementitious materials
35 5.3—Mixing water
5.4—Aggregates
5.5—Admixtures
36 5.6—Concrete mixture design
38 CHAPTER 6—CONSTRUCTION
6.1—Introduction
39 6.2—Subgrade and subbase preparation
40 6.3—Layout for construction
41 6.4—Forming and use of rigid screed guides
42 6.5—Concrete placement, screeding, and finishing
46 6.6—Installation of the different joint types
49 6.7—Joint sealing or filling
6.8—Curing
50 6.9—Special considerations for adverse weather conditions
51 6.10—Striping
6.11—Opening to traffic
CHAPTER 7—INSPECTION AND TESTING
7.1—Introduction
7.2—Site preparation and grading
52 7.3—Subgrade and subbase
7.4—Forming
53 7.5—Reinforcing steel
7.6—Concrete quality
54 7.7—Concrete curing
7.8—Jointing
7.9—Surface texture
CHAPTER 8—MAINTENANCE AND REPAIR
8.1—Introduction
8.2—Surface sealing
8.3—Joint resealing and crack sealing
55 8.4—Partial depth repair
8.5—Full-depth repair
8.6—Undersealing and leveling
56 CHAPTER 9—SUSTAINABILITY AND INDUSTRIAL CONCRETE PAVEMENTS
9.1—Sustainability considerations
9.2—Concrete as a sustainable industrial pavement system
58 9.3—Life cycle analysis
CHAPTER 10—REFERENCES
60 Authored documents
62 APPENDIX A—SOIL CLASSIFICATIONS AND DYNAMIC CONE PENETROMETER
A.1—Soil classifications
A.2—Dynamic cone penetrometer
APPENDIX B—THICKNESS DESIGN SOFTWARE AND THICKNESS DESIGN EXAMPLE
B.1—Proprietary design software
64 B.2—Thickness design example
67 APPENDIX C—LOAD TRANSFER THROUGH ENHANCED AGGREGATE INTERLOCK
C.1—Load transfer through enhanced aggregate interlock
68 APPENDIX D—DRYING AND THERMAL EXPANSION AND CONTRACTIO OF CONCRETE
D.1—Drying and thermal expansion and contraction
D.2—Curling and warping
D.3—Factors that affect shrinkage, curling, and warping
69 D.4—Compressive strength and shrinkage
D.5—Relation between curing and curling and warping
D.6—Curling and warping stresses in relation to joint spacing

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