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  • Handbook
    • Asphalt Paving Handbook
    • Videos
    • Figures
    • Tables
  • CHECKLISTS
  • ABBREVIATIONS
  • About
1. Introduction
  • 1.1 Handbook Purpose and Organization
  • 1.2 Airfield Paving
  • 1.3 Asphalt Mixtures Defined and Classified
  • 1.4 Workmanship
  • 1.5 Certification and Accreditation Programs
2. Project Organization
  • 2.1 Introduction
  • 2.2 Project Documents
  • 2.3 Preconstruction Conference
  • 2.4 Ongoing Communication
  • 2.5 Ongoing Records
  • 2.6 Safety
3. Asphalt Materials and Mix Design
  • 3.1 Introduction
  • 3.2 Asphalt Binder: Grading Systems And Properties
  • 3.3 Aggregate Characteristics And Properties
  • 3.4 Mixture Volumetrics
  • 3.5 Asphalt Mix Properties
  • 3.6 Additives
  • 3.7 Mix Design Procedures
  • 3.8 Laboratory Versus Plan-produced Mixes
  • 3.9 Summary
4. Mix Production
  • 4.1 Introduction
  • 4.2 Material Storage and Handling
  • 4.3 Aggregate Cold Feed
  • 4.4 Aggregate Drying and Heating
  • 4.5 Batch Plants
  • 4.6 Drum and Continuous Plants
  • 4.7 Emission-Control System
  • 4.8 Temporary Mixture Storage
  • 4.9 Weighing and Loadout
  • 4.10 Safety
  • 4.11 Troubleshooting and Checklists
5. Surface Preparation
  • 5.1 Introduction
  • 5.2 Base Preparation for New Asphalt Pavements
  • 5.3 Asphalt Surface Preparation for Asphalt Overlays
  • 5.4 PCC Surface Preparation For Asphalt Overlays
  • 5.5 Tack Coat
  • 5.6 Summary
6. Mixture Delivery
  • 6.1 Introduction
  • 6.2 Planning
  • 6.3 Truck Types
  • 6.4 Proper Truck Loading
  • 6.5 Hauling Procedures
  • 6.6 Unloading the Mix
  • 6.7 Tracking Quantities
7. Mix Placement
  • 7.1 Introduction
  • 7.2 Tractor Unit
  • 7.3 Screed Unit
  • 7.4 Grade Control
  • 7.5 Layer Thickness
  • 7.6 Establishing Paver Speed
  • 7.7 Related Paving Operations
  • 7.8 Best Practices Checklists
8. Compaction
  • 8.1 Introduction
  • 8.2 Definitions
  • 8.3 Rollers
  • 8.4 Factors Affecting Compaction
  • 8.5 Compaction Variables Under The Operator’s Control
  • 8.6 Determination of Rolling Pattern
  • 8.7 Roller Checklists
9. Joint Construction
  • 9.1 Introduction
  • 9.2 Transverse/Construction Joints
  • 9.3 Longitudinal Joints
  • 9.4 Echelon Paving and Rolling
  • 9.5 Unconventional Longitudinal Joint Methods
10. Segregation
  • 10.1 Introduction
  • 10.2 Recognizing Physical Segregation, Causes, and Solutions
  • 10.3 Four Stages Where Segregation Can Originate
  • 10.4 Thermal Segregation
  • 10.5 Confirming and Quantifying Segregation
11. Quality Assurance
  • 11.1 Introduction
  • 11.2 Definitions
  • 11.3 General Types Of Specifications
  • 11.4 Quality Control Plan
  • 11.5 Sampling Methods
  • 11.6 Quality Control At The Plant
  • 11.7 Quality Control In The Field: Placement And Compaction
  • 11.8 Acceptance
12. Mat Problems
  • 12. Mat Problems
  • 12.1 Surface Waves
  • 12.2 Tearing (Streaks)
  • 12.3 Nonuniform Texture
  • 12.4 Screed Marks
  • 12.5 Screed Responsiveness
  • 12.6 Surface (Auger) Shadows
  • 12.7 Poor Precompaction
  • 12.8 Joint Problems
  • 12.9 Checking
  • 12.10 Shoving And Rutting
  • 12.11 Bleeding And Fat Spots
  • 12.12 Roller Marks
  • 12.13 Poor Mix Compaction
  • 12.14 Other Pavement Problems
Appendix
  • AAPTP Airport Asphalt Videos

7. Mix Placement

7.1 Introduction

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Paver Operations

The placement operation (also known as laydown or paving) is a critical part of the construction of a quality, long-lasting asphalt pavement. It is important to understand the proper operation of the paving equipment and paving best practices to obtain a durable, smooth-riding pavement that meets the standards of quality construction. Some agencies require the contractor to submit a plan that outlines the practices and procedures that will be used during the laydown process. This is a great opportunity for both the contractor and agency to understand all aspects of the process to meet the agency’s specifications.

A paver is used to place asphalt mixture to the desired width, grade, cross slope, and thickness with a uniform mat texture, thus improving the rideability and smoothness of the roadway. There are two types of pavers-track (crawler) and rubber-tire (pneumatic)-which perform similar functions in a paving operation.

The track paver, on which the tracks may be all steel, steel equipped with rubber pads, or an endless rubber track, offers a high degree of flotation and traction. A rubber-tire paver has a much higher travel speed and is more maneuverable than a tracked paver. When set up and operated properly, both types can place a smooth, uniform mat to meet the required project tolerances.

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