Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI).

This report documents over 2 years of research efforts to characterize asphalt-rubber mixtures to be used in Stress-Absorbing Membrane Interlayers (SAMI). The purpose of these SAMIs is to retard or prevent reflection cracking in asphalt-concrete overlays. Several laboratory experiments and one field...

Full description

Bibliographic Details
Main Authors: Newcomb,D E, McKeen,R G
Other Authors: NEW MEXICO ENGINEERING RESEARCH INST ALBUQUERQUE
Format: Text
Language:English
Published: 1983
Subjects:
Online Access:http://www.dtic.mil/docs/citations/ADA137412
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA137412
_version_ 1821698725706203136
author Newcomb,D E
McKeen,R G
author2 NEW MEXICO ENGINEERING RESEARCH INST ALBUQUERQUE
author_facet Newcomb,D E
McKeen,R G
author_sort Newcomb,D E
collection Defense Technical Information Center: DTIC Technical Reports database
description This report documents over 2 years of research efforts to characterize asphalt-rubber mixtures to be used in Stress-Absorbing Membrane Interlayers (SAMI). The purpose of these SAMIs is to retard or prevent reflection cracking in asphalt-concrete overlays. Several laboratory experiments and one field trial were conducted to define significant test methods and parameters for incorporation into construction design and specification documents. Test methods used in this study included a modified softening point test, force-ductility, and Schweyer viscosity. Variables investigated included (1) Laboratory-mixing temperature; (2) Rubber type; (3) Laboratory storage time; (4) Laboratory storage condition; (5) Laboratory batch replication; (6) Laboratory mixing time; (7) Field mixing time; (8) Laboratory test temperature; (9) Force-Ductility elongation rates; and (10) Asphalt grade. It was found that mixing temperature, mixing time, rubber type, and asphalt grade all have significant effects upon the behavior of asphalt-rubber mixtures. Significant variability was also noticed in different laboratory batch replications. Varying laboratory test temperature and force-ductility elongation rate revealed further differences in asphalt-rubber mixtures.
format Text
genre sami
genre_facet sami
id ftdtic:ADA137412
institution Open Polar
language English
op_collection_id ftdtic
op_relation http://www.dtic.mil/docs/citations/ADA137412
op_rights APPROVED FOR PUBLIC RELEASE
op_source DTIC AND NTIS
publishDate 1983
record_format openpolar
spelling ftdtic:ADA137412 2025-01-17T00:35:37+00:00 Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI). Newcomb,D E McKeen,R G NEW MEXICO ENGINEERING RESEARCH INST ALBUQUERQUE 1983-12 text/html http://www.dtic.mil/docs/citations/ADA137412 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA137412 en eng http://www.dtic.mil/docs/citations/ADA137412 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Miscellaneous Materials Elastomers and Rubber Civil Engineering *Pavements *Rubber Runways Overlays Layers Internal Membranes Mixtures Asphalt Cracking(Fracturing) Stresses Reflection Prevention Absorption *Pavement interlayers *SAMI(Stress Absorbing Membrane Interlayers) PE64708F WUAFESC20544P29 Text 1983 ftdtic 2016-02-19T09:11:35Z This report documents over 2 years of research efforts to characterize asphalt-rubber mixtures to be used in Stress-Absorbing Membrane Interlayers (SAMI). The purpose of these SAMIs is to retard or prevent reflection cracking in asphalt-concrete overlays. Several laboratory experiments and one field trial were conducted to define significant test methods and parameters for incorporation into construction design and specification documents. Test methods used in this study included a modified softening point test, force-ductility, and Schweyer viscosity. Variables investigated included (1) Laboratory-mixing temperature; (2) Rubber type; (3) Laboratory storage time; (4) Laboratory storage condition; (5) Laboratory batch replication; (6) Laboratory mixing time; (7) Field mixing time; (8) Laboratory test temperature; (9) Force-Ductility elongation rates; and (10) Asphalt grade. It was found that mixing temperature, mixing time, rubber type, and asphalt grade all have significant effects upon the behavior of asphalt-rubber mixtures. Significant variability was also noticed in different laboratory batch replications. Varying laboratory test temperature and force-ductility elongation rate revealed further differences in asphalt-rubber mixtures. Text sami Defense Technical Information Center: DTIC Technical Reports database
spellingShingle Miscellaneous Materials
Elastomers and Rubber
Civil Engineering
*Pavements
*Rubber
Runways
Overlays
Layers
Internal
Membranes
Mixtures
Asphalt
Cracking(Fracturing)
Stresses
Reflection
Prevention
Absorption
*Pavement interlayers
*SAMI(Stress Absorbing Membrane Interlayers)
PE64708F
WUAFESC20544P29
Newcomb,D E
McKeen,R G
Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI).
title Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI).
title_full Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI).
title_fullStr Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI).
title_full_unstemmed Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI).
title_short Development of Criteria for the Use of Asphalt-Rubber as a Stress-Absorbing Membrane Interlayer (SAMI).
title_sort development of criteria for the use of asphalt-rubber as a stress-absorbing membrane interlayer (sami).
topic Miscellaneous Materials
Elastomers and Rubber
Civil Engineering
*Pavements
*Rubber
Runways
Overlays
Layers
Internal
Membranes
Mixtures
Asphalt
Cracking(Fracturing)
Stresses
Reflection
Prevention
Absorption
*Pavement interlayers
*SAMI(Stress Absorbing Membrane Interlayers)
PE64708F
WUAFESC20544P29
topic_facet Miscellaneous Materials
Elastomers and Rubber
Civil Engineering
*Pavements
*Rubber
Runways
Overlays
Layers
Internal
Membranes
Mixtures
Asphalt
Cracking(Fracturing)
Stresses
Reflection
Prevention
Absorption
*Pavement interlayers
*SAMI(Stress Absorbing Membrane Interlayers)
PE64708F
WUAFESC20544P29
url http://www.dtic.mil/docs/citations/ADA137412
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA137412