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  • HOME
  • Handbook
    • Asphalt Paving Handbook
    • Videos
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    • Tables
  • CHECKLISTS
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  • 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

4.8 Temporary Mixture Storage

To prevent plant shutdowns due to interruptions in paving operations or shortages of haul trucks, most asphalt plants are equipped with either one or more storage silo(s) or a surge bin for temporary storage of asphalt mix. As the fresh mix exits the plant, it is deposited onto an enclosed drag-slat type of conveyor that takes it to the top of the storage silo or bin, where it enters the bin and is held until discharged into trucks from the bottom.

Insulated storage silos (shown in Figure 51), with capacities as high as several hundred tons, can store mixture for several hours. Extended storage times will impact the volumetric properties of the mix and may prematurely age the binder. For this reason, most agencies have specifications that limit the length of time a mix can be held in storage.

Figure 51. Insulated Storage Silos

Source: Duval Asphalt
Figure 51. Insulated Storage Silos

Portable drum-mix plants equipped with self-erecting storage structures are most frequently used at remote or temporary plant sites. These non-insulated surge bins (shown in Figure 52 and Figure 53) are smaller and can store mix only for relatively short periods of time.

Figure 52. Portable Surge Bin

Source: Asphalt Institute
Figure 52. Portable Surge Bin

Figure 53. Portable Storage Silo

Source: Asphalt Institute
Figure 53. Portable Storage Silo

Silos work well if certain precautions are followed, but they can be a major source of segregation if the mix is not introduced into the silo properly. Mix should never be allowed to flow continuously into a storage silo; particle size differences and momentum will cause the mix to segregate. Typically, a small batcher (or holding bin) is placed under the drag-slat conveyor with its opening directly aligned on the centerline of the silo. Once a pre-set amount is accumulated, gates in the bottom of the batcher automatically cycle fully open and fully closed, releasing the mix in a single mass (see Figure 54). During continuous operation, the batcher should never completely cycle empty, and the mix level in the storage silo should be maintained between one-third and two-thirds of the silo capacity to minimize segregation.

Figure 54. Silo Batcher

Source: National Asphalt Pavement Association
Figure 54. Silo Batcher

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