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  • HOME
  • 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

4. Mix Production

4.1 Introduction

Watch Video

Production at a Drum Mix Plant

The purpose of an asphalt mix plant is to blend aggregate and asphalt binder together at an elevated temperature to produce a homogeneous asphalt paving mixture.

Two basic types of HMA plants are currently in use: batch plants and continuous flow drum-mix plants.

Regardless of the type of production plant, the basic purpose is the same—to produce an asphalt mix within a specific temperature range containing the specified proportions of asphalt binder, aggregate, and any additional additives required. Both batch plants and drum-mix plants are designed to accomplish this purpose.

The following basic operations involved in producing asphalt mix are the same regardless of the plant type:

  • Proper storage and handling of asphalt mixture components at the mixing facility.
  • Accurate proportioning and feeding of the aggregate to the dryer.
  • Effective drying and heating of the aggregate to the proper temperature.
  • Efficient control and collection of the dust from the dryer.
  • Proper proportioning, feeding, and mixing of asphalt binder and additives with heated aggregate.
  • Correct storage, dispensing, weighing, and handling of finished mix.

The major difference between batch and drum-mix plants is in how they mix asphalt binder and aggregate after the aggregate has been proportioned, dried, and heated to the final mix temperature.

Batch plants screen and fractionate hot aggregate into separate bins after leaving the dryer. Asphalt binder and fractionated aggregate are then individually weighed into predetermined batches and mixed in a pugmill mixer, one batch at a time (see Figure 21).

Batch plants screen and fractionate hot aggregate into separate bins after leaving the dryer. Asphalt binder and fractionated aggregate are then individually weighed into predetermined batches and mixed in a pugmill mixer, one batch at a time.

Drum-mix plantsdry the aggregate and blend it with asphalt binder in a continuous process within the dryer drum

Figure 21. Batch Plant Components

Source: Asphalt Institute
Figure 21. Batch Plant Components

Drum-mix plants dry the aggregate and blend it with asphalt binder in a continuous process within the dryer drum; hence the name drum mixer (see Figure 22).

Figure 22. Drum Mix Plant Components

Source: Asphalt Institute
Figure 22. Drum Mix Plant Components

Uniform and continuous operations are critical to the production of quality asphalt mix. Uniformity helps ensure the mix is consistently produced to meet project specifications. This includes uniform delivery of raw materials, uniform material proportioning, and continuous, uniform operation of all plant functions.

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