SEDL / STP / STP829-EB


STP829
Placement and Compaction of Asphalt Mixtures

Wagner FT
Pages: 159
Published: 1984

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Examines the effect of low mixing and compaction temperature on engineering properties of asphalt pavement; low density resulting from insufficient rolling equipment and improper construction procedures; asphalt concrete density measurements; procedures for estimating the service life of pavement when materials do not conform to specifications; and the value of creep tests in determining an asphalt mixture’s ability to resist traffic densification.



Table of Contents

Introduction
Wagner F.

Summary
Wagner F.

Placement of Asphalt Concrete Mixtures
Martenson E., Scherocman J.

Compaction Equipment for Asphalt Mixtures
Geller M.

Effects of Compaction Temperature and Effort on the Engineering Properties of Asphalt Concrete Mixtures
Kennedy T., McGennis R., Roberts F.

Experiences of Corps of Engineers in Compaction of Hot Asphalt Mixtures
Brown E.

California Study of Asphalt Concrete Density Measurement—Nuclear Versus Core Density
Alexander M., Doty R.

Pennsylvania's Experience in the Compaction of Asphalt Pavements
Kandhal P., Koehler W.

Effect of Percent Compaction on Asphalt Mixture Life
Bell C., Hicks R., Wilson J.

Resistance to Compaction of Asphalt Paving Mixtures and Its Relationship to Stiffness
Bissada A.

Index


Committee: D04
Paper ID: STP829-EB
DOI: 10.1520/STP829-EB
ISBN-EB: 978-0-8031-4897-0

ASTM International is a member of CrossRef.
0-8031-0223-2
978-0-8031-0223-1
STP829-EB