ACI 330.2R-17 Nigel Parkes, PNA Construction Technologies
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1 ACI 330.2R-17 Nigel Parkes, PNA Construction Technologies C2009. PNA Construction Technologies, Inc. All rights reserved.
2 ACI 330.2R-17, Guide for the Design and Construction of Concrete Site Paving for Industrial and Trucking Facilities 12 years in development Why did it take so long? No one else would take on the project Committee of volunteers Consensus document And its more complex that you might first imagine ACI 330.2R-17, Guide for the Design and Construction of Concrete Site Paving for Industrial and Trucking Facilities
3 ACI 330.2R-17: GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE SITE PAVING FOR INDUSTRIAL AND TRUCKING FACILITIES 6% 4% 4% Intro Materials 3% 9% Subgrades & Subbases 6% Pavement Design Concrete Materials Construction 21% Inspection & Testing Maintenance & Repair 40% Sustainability 7% References 72 Pages in 10 Chapters and Appendix A to D
4 WHAT S INCLUDED IN INDUSTRIAL & TRUCKING FACILITIES Standard trucks Industrial lift trucks Front end loaders Tracked equipment Straddle carriers Cranes Military equipment Buses & coaches Agricultural equipment ACI 330.2R-17
5 WHO DESIGNS INDUSTRIAL PAVEMENTS Owner / Architect: Loads (vehicle count & growth) Geotechnical Engineer: Thickness recommendations based on subgrade support Civil Engineer: Concrete strength Joint spacing Joint details & load transfer Drainage details & layout Structural Engineer Reinforcement??? Contractor Construction method Joint layout
6 WHO CONSTRUCTS INDUSTRIAL PAVEMENTS Mechanical screeding Numerous pieces of equipment and machines have been developed for screeding concrete flatwork. Slip formed Truss-Screeded; or Laser-Screeded Magic -Screeded; or Hand-Screeded
7 3D LASER SCREED Laser-guided screeds are useful in the construction of large block pavement placements Laser-guided screeds Laser-guided screeds can be used to consolidate and strike off concrete to the proper grade and slope with great efficiency.
8 HOW JOINTING CAN BE DIFFERENT IN INDUSTRIAL FACILITIES Pavement thickness can vary significantly in the same project More structures and embedment's to consider Construction methods can vary Laser-screeding in large blocks (with truck dumping of concrete or pumping) Slipforming or vibratory-screeding in lanes Magic or hand-screeding in complicated / tight areas Each joint type can occur in either the transverse or longitudinal directions Two directional doweling All joint types can require load transfer devices Construction, Contraction & Isolation
9 JOINT DETAILS
10 STREETPAVE FOUNDATION OF THE 330.2R-17 DESIGN TABLES Note: Recommended thicknesses are based on specific joint spacing and positive load transfer. B.1.1 ACPA StreetPave 12 Although tailored for jointed plain concrete pavement (JPCP) thickness design for streets and local roads, this software (ACPA 2012) can be used to design the areas of trucking and industrial facilities that service primarily truck loads. Based on both mechanistic and empirical formulas, the software considers thickness design concepts, such as design reliability, concrete material properties, subgrade/subbase support, structural features such as dowel bars and edge support, and traffic to calculate an optimized concrete surface course thickness. Based on
11 AASHTOWARE PAVEMENT ME B.1.2 AASHTOWare Pavement ME Design This software represents a state-ofthe-practice design and analysis tool for concrete, with and without internal reinforcement, and asphalt pavements, overlays, and selective rehabilitation techniques. It features advanced analysis tools to calculate pavement responses as a function of load, local environment, materials, and pavement structure, including details such as drainage. Performance predictions, such as pavement smoothness and faulting, relate these computed parameters (mechanistic elements) to observed performance (empirical elements) over time. AASHTO ,000 inputs Crack, Fault, IRI FEA + Field Data
12 OPTIPAVE ( TCPAVEMENTS ) Founded in I-Slab Developed by Juan Pablo Covarrubias with Lev Khazanovich Tested by Jeff Roesler at U. of IL 5 to 8 joint spacing (Pavement ME 10 +) B.1.3 TCpavements This software is mechanistic-based and specifically developed to design concrete pavements for any set of climate, traffic, subgrade/subbase layers, and material inputs This methodology designs the concrete pavement thickness by optimizing the slab size to suit a given geometry of truck wheel and axle spacing.
13 ACI 330.2R-17 ALREADY IN USE - ALDI DISTRIBUTION CENTERS Old Concrete Design: AASHTO 93-9 ¼ with 15 joint spacing Proposed Design for Cost Saving: Asphalt throughout 800,000 s.f under roof 1,200,000 s.f. exterior pavement New Design: Heavy Duty StreetPave 7 with 12 joint spacing Medium Duty OptiPave 5.5 with 6 joint spacing Light Duty OptiPave 4 with 6 joint spacing
14 SUMMARY 12 years in development Industrial is complex Designed and constructed by different groups Already in use & successfully switching asphalt to concrete Promotion underway Please don t let the ACPA, NRMCA & PCA unified design conflict with or contradict this document! ACI 330.2R-17, Guide for the Design and Construction of Concrete Site Paving for Industrial and Trucking Facilities
15 Thank you Please don t let the unified design conflict with ACI330.2R-17 Nigel Parkes nigel@pna-inc.com
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