National Academy of Sciences | 150 Year Anniversary

Questions? Call 800-624-6242

| Items in cart [0]

The National Academies Press

Rights & Permissions

topleft topright

NCHRP Report 539: Aggregate Properties and the Performance of Superpave-Designed Hot-Mix Asphalt (2005)
National Cooperative Highway Research Program (NCHRP)

Citation Manager

Transportation Research Board. "2.10.2 Factors Affecting Aggregate Shape." NCHRP Report 539: Aggregate Properties and the Performance of Superpave-Designed Hot-Mix Asphalt. Washington, DC: The National Academies Press, 2005.

Please select a format:

BibTeX EndNote RefMan


Page
57
bottomleft bottomright
Page
57
Front Matter (R1-R10)
Summary (1-11)
1.1 Introduction (12-12)
1.3 Scope (13-13)
2.2.1 Background (14-14)
2.2.2 Relationship Between Percent Coarse Aggregate Fractured Faces and Performance (15-15)
2.2.4 Alternative Methods of Measuring Coarse Aggregate Angularity (16-17)
2.2.5 Summary of Research Related to Coarse Aggregate Angularity (18-18)
2.3.2 Relationship Between F&E and Performance (19-21)
2.3.3 Precision of F&E Tests (22-22)
2.3.4 Summary of Research Related to F&E (23-23)
2.4.2 Uncompacted Voids Content in Fine Aggregate (24-24)
2.4.3 Alternative Methods of Measuring FAA (25-25)
2.4.4 Relationships Between Fine Aggregate Shape, Angularity, and Texture and HMA Performance (26-33)
2.4.6 Summary of Findings on Fine Aggregate Texture and Angularity (34-34)
2.5.2 Video Imaging Systems (35-36)
2.5.3 Image Analysis (37-38)
2.6.4 Methylene Blue Test (39-39)
2.6.6 Net Adsorption Test (40-40)
2.6.8 Summary of Aggregate Tests Related to Moisture Damage (41-41)
2.7.1 Aggregate Tests Related to Abrasion Resistance and Breakdown (42-47)
2.7.2 Aggregate Tests Related to Weathering and Freeze-Thaw Durability (48-48)
2.7.4 Summary of Tests Related to Aggregate Durability (49-49)
2.8.1 Methods for Analyzing Gradations (50-50)
2.8.2 Effect of the Restricted Zone on HMA Performance (51-51)
2.9.1 Research on Fines and Fillers (52-54)
2.10 Effect of Crushing Operations on Aggregate Properties (55-55)
2.10.1 Types of Crushers (56-56)
2.10.2 Factors Affecting Aggregate Shape (57-57)
2.10.4 Influence of Shape on Performance (58-59)
3.2.2 Fine Aggregate Angularity (60-61)
3.2.3 Coarse Aggregate Angularity (62-62)
3.3.1 Introduction (63-63)
3.3.3 Sulfate Soundness (64-64)
3.4.2 Aggregate Specific Gravity (65-65)
3.5 Summary of Agency Specification Survey (66-66)
4.3 WesTrack (67-68)
4.4.1 Effect of Gradation (69-69)
4.4.2 Relationship Between Aggregate Properties and Performance (70-70)
4.5 Summary of Data from In-Service Pavements and Accelerated Load Facilities (71-71)
5.2.1 Laboratory Evaluation (72-72)
5.3.3 Field Evaluation (73-73)
6.1.3 Fine Aggregate Angularity (74-74)
6.4 Aggregate Production (75-75)
6.5 Long-Term Pavement Studies and Accelerated Testing (76-76)
References (77-84)
Glossary (85-85)
Appendix - NCHRP Project 9-35 Aggregate Specification Survey (86-90)
Abbreviations used without definitions in TRB publications (91-91)

Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.

OCR for page 57
57 Figure 21. Schematic of Barmac autogenous vertical shaft impact crusher (156, originally from Barmac). and are often used for crushing fines. An example of an auto- ner as shown in Figure 22a. This occurs because the stresses genous vertical shaft impact crusher is shown in Figure 21. are essentially concentrated at two points, causing long cracks Crushers are often referred to by the order in which they in between the contact points. Multilayer crushing produces crush the aggregate. For instance, the "primary" crusher is the a greater number of contact points as shown in Figure 22b. first crusher into which the aggregate feed, either shot rock or Multilayer crushing produces more cubical aggregate shape. gravel, is introduced. Following the primary crusher are the Multilayer crushing is achieved by keeping the upper portion secondary, tertiary, and, in some cases, quaternary crushers-- of the crusher cavity full or chocked. This requires that the that is, the second, third, or fourth crusher in the crushing cir- crusher be operated as part of a close circuit. A closed circuit cuit. Generally each crusher is used to produce a progressively provides a recirculating load and surge piles to supply a rel- smaller product, although in some cases, a crusher may be atively constant feed rate to the crusher. The feed rate must used more for shape improvement and less for size reduction. be adjusted (increased) as the crusher liner wears open or more particles will pass through the open-side setting with- out being crushed. 2.10.2 Factors Affecting Aggregate Shape The crushing head of gyratory or cone-type crushers oscil- lates around the central axis of the crusher as shown in Fig- The geology of the aggregate is probably the most signif- ure 23. As discussed previously, the close-side setting is the icant factor affecting crushed aggregate shape. Fine-grained smallest distance between the crusher head and the bowl liner. (i.e., aphinitic) aggregates, such as limestone, tend to be more The open-side setting is the largest distance between the brittle and therefore fracture into more F&E (157). Slates, crusher head and the bowl liner. The open-side setting occurs injected quartzites, and basalts are examples of other aphinitic at a point opposite the close-side setting. Increasing crusher aggregates. Quartzites, basalts, and cherts also tend to frac- speed decreases the number of particles that pass through the ture in a concoidal manner--that is, they produce curved frac- open-side setting of a cone or gyratory crusher without being ture surfaces like glass (157, 158). crushed. Most older gyratory and cone crushers operate at a The following factors tend to improve the shape of parti- fixed speed. Newer high-pressure cone crushers tend to oper- cles crushed with compression crushers (159­161): ate at a higher or variable speed. · The crusher should be run with a full or choked feed cavity to promote interparticle crushing. · Crushers should be operated in closed circuits where a recirculating feed can be used to fill the crusher cavity. · The reduction ratio should be reduced. Reducing the feed size or increasing the circulating load can accom- plish this. · The close-side setting should be approximately equal to the desired product size. When single layer (a single aggregate particle trapped between the crusher jaws or crushing head and bowl liner) occurs, the particles are more likely to split in a flat and elongated man- Figure 22a. Single-layer crushing.