Realistic Mixture Design Requirements for Asphalt Stabilized Base Courses
This research examines a realistic approach for bituminous mix design for asphalt stabilized base courses. It concludes that the Air Force should continue using the Marshall Test Method for bituminous mixture design, but that current requirements for percent air voids in the mixture and percent void...
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| creator | Epps,Jon A Gallaway,B M Dunlap,W A |
| description | This research examines a realistic approach for bituminous mix design for asphalt stabilized base courses. It concludes that the Air Force should continue using the Marshall Test Method for bituminous mixture design, but that current requirements for percent air voids in the mixture and percent voids filled with bitumen are too restrictive. It further concludes that test temperatures should be reduced from 140F for base course mixture design. |
| format | Report |
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It concludes that the Air Force should continue using the Marshall Test Method for bituminous mixture design, but that current requirements for percent air voids in the mixture and percent voids filled with bitumen are too restrictive. It further concludes that test temperatures should be reduced from 140F for base course mixture design.</description><subject>Aggregates</subject><subject>ASPHALT</subject><subject>BITUMENS</subject><subject>Civil Engineering</subject><subject>Construction Equipment, Materials & Supplies</subject><subject>Design</subject><subject>Flexible pavements</subject><subject>FORMULATIONS</subject><subject>PAVEMENTS</subject><subject>POROSITY</subject><subject>TEMPERATURE</subject><subject>Test Facilities, Equipment and Methods</subject><subject>TEST METHODS</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1975</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZPAMSk3MySwuyUxW8M2sKCktSlVwSS3OTM9TCEotLM0sSs1NzSspVkjLL1JwLC7ISMwpUQguSUzKzMmsSk1RcEosTlVwzi8tKk4t5mFgTUvMKU7lhdLcDDJuriHOHropQMPjgTbkpZbEO7o4GhgaWhqbGhOQBgDVZzG8</recordid><startdate>197506</startdate><enddate>197506</enddate><creator>Epps,Jon A</creator><creator>Gallaway,B M</creator><creator>Dunlap,W A</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>197506</creationdate><title>Realistic Mixture Design Requirements for Asphalt Stabilized Base Courses</title><author>Epps,Jon A ; Gallaway,B M ; Dunlap,W A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA0119353</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1975</creationdate><topic>Aggregates</topic><topic>ASPHALT</topic><topic>BITUMENS</topic><topic>Civil Engineering</topic><topic>Construction Equipment, Materials & Supplies</topic><topic>Design</topic><topic>Flexible pavements</topic><topic>FORMULATIONS</topic><topic>PAVEMENTS</topic><topic>POROSITY</topic><topic>TEMPERATURE</topic><topic>Test Facilities, Equipment and Methods</topic><topic>TEST METHODS</topic><toplevel>online_resources</toplevel><creatorcontrib>Epps,Jon A</creatorcontrib><creatorcontrib>Gallaway,B M</creatorcontrib><creatorcontrib>Dunlap,W A</creatorcontrib><creatorcontrib>TEXAS A AND M RESEARCH FOUNDATION COLLEGE STATION</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Epps,Jon A</au><au>Gallaway,B M</au><au>Dunlap,W A</au><aucorp>TEXAS A AND M RESEARCH FOUNDATION COLLEGE STATION</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Realistic Mixture Design Requirements for Asphalt Stabilized Base Courses</btitle><date>1975-06</date><risdate>1975</risdate><abstract>This research examines a realistic approach for bituminous mix design for asphalt stabilized base courses. It concludes that the Air Force should continue using the Marshall Test Method for bituminous mixture design, but that current requirements for percent air voids in the mixture and percent voids filled with bitumen are too restrictive. It further concludes that test temperatures should be reduced from 140F for base course mixture design.</abstract><oa>free_for_read</oa></addata></record> |
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| source | DTIC Technical Reports |
| subjects | Aggregates ASPHALT BITUMENS Civil Engineering Construction Equipment, Materials & Supplies Design Flexible pavements FORMULATIONS PAVEMENTS POROSITY TEMPERATURE Test Facilities, Equipment and Methods TEST METHODS |
| title | Realistic Mixture Design Requirements for Asphalt Stabilized Base Courses |
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