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  • Handbook
    • Asphalt Paving Handbook
    • Videos
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    • 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

7.8 Best Practices Checklists

The following list includes important points to keep in mind for the paving foreman, superintendent, or inspector.

7.8.1 General Guidelines

  • Never run the hopper empty between loads. (The level of material in the hopper should not be allowed to fall below the top of the tunnel opening.)
  • Establish and maintain a continuous paving speed. (Establish the speed by balancing the delivery of material with the compaction process.)
  • Control the head of material in the auger area to within ±1 inch (±25 mm).
  • Do not allow trucks to bump into the paver.
  • Do not spill material on the grade in front of the paver (when dumping directly into the paver hopper or cleaning truck tailgates).
  • Do not fold the hopper wings between loads. It is best to only fold the wings when cleaning out the hopper, either at the end of a shift or due to an extended work stoppage.
  • Practice good paver starting and stopping techniques.
  • Eliminate overcorrecting of the depth screws.
  • Make sure the end gates are adjusted properly and in contact with the existing pavement.
  • Use best practices for compaction of the in-place asphalt pavement and ensure that all roller marks are smoothed out (see Chapter 9).

7.8.2 Establishing and Maintaining Proper Head of Material

  • Set the flow gates and/or slat conveyors to maintain a continuous auger speed.
  • Make sure the material feed sensors are operating properly.
  • Install tunnel extensions so they are within 12 to 18 inches of the endplate.
  • Lower the auger to a position approximately 2 to 4 inches above the screed plate.
  • Position, heat, and null out the screed properly on the starting blocks.
  • Charge the auger chamber with material, allowing the augers to turn until the auger chamber is filled to the height of the auger shaft, out to the end gate. They stop automatically. (Use a shovel if necessary to fill any void at the outside near the endplate.)
  • Begin paving, making head of material adjustments to match the paving width, depth, and paving speed while maintaining a consistent head of material at the augers.

7.8.3 Reducing Segregation in the Paver Hopper

  • Observe arriving haul units to verify proper loading procedures are being followed.
  • Minimize spillage in front of the paver.
  • Do not allow the level of material in the hopper to fall below the top of the tunnel opening.
  • Properly fold in the hopper wings only when necessary.
  • After paving stops:
    • Move paver to a designated cleanout area.
    • Fold hopper wings to facilitate cleaning hopper.
    • Transport cold or segregated mixture from hopper wings back to the plant for recycling.

7.8.4 Reducing Mat Texture Imperfections

  • Maintain equipment in good condition and make all needed repairs in a timely manner.
  • Set augers at the proper height settings for the mix and lift thickness being placed.
  • Adjust bolt-on and hydraulic screed extensions in a uniform plane.
  • Check and adjust the lead and tail screed crown to ensure it meets the equipment manufacturer’s requirements.
  • Ensure tunnel and screed extensions are in place and within 12 to 18 inches of the end plate.
  • Establish and maintain a balanced paving speed and constant head of material.
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