Construction and Evaluation of Resin Modified Pavement
The US Army Engineer Waterways Experiment Station (WES) was tasked to evaluate the current state of the art of the resin modified pavement (PMP). This type of pavement is best described as a semirigid, semiflexible pavement. The RMP is basically an open-graded asphalt concrete mixture that contains...
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creator | Ahlrich, Randy C Anderton, Gary L |
description | The US Army Engineer Waterways Experiment Station (WES) was tasked to evaluate the current state of the art of the resin modified pavement (PMP). This type of pavement is best described as a semirigid, semiflexible pavement. The RMP is basically an open-graded asphalt concrete mixture that contains 25 to 30 percent voids which are later filled with a resin modified cement slurry grout. The RMP is a tough and durable surfacing material that combines the flexible characteristics of an asphalt concrete material with the fuel, abrasion, and wear resistance of a portland cement concrete. The majority of in-service pavements constructed with this process are in Europe and heavily concentrated in France where this process was developed. Visual observations of these sites indicated the the RMP process had considerable potential for us military applications. The final phase of the study involved the construction, trafficking, and evaluation of a 150- by 50-ft test section. |
format | Report |
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This type of pavement is best described as a semirigid, semiflexible pavement. The RMP is basically an open-graded asphalt concrete mixture that contains 25 to 30 percent voids which are later filled with a resin modified cement slurry grout. The RMP is a tough and durable surfacing material that combines the flexible characteristics of an asphalt concrete material with the fuel, abrasion, and wear resistance of a portland cement concrete. The majority of in-service pavements constructed with this process are in Europe and heavily concentrated in France where this process was developed. Visual observations of these sites indicated the the RMP process had considerable potential for us military applications. The final phase of the study involved the construction, trafficking, and evaluation of a 150- by 50-ft test section.</description><language>eng</language><subject>ABRASION ; AGGREGATES ; ARMY ; ASPHALT ; BEARING CAPACITY ; CEMENTS ; Civil Engineering ; CONCRETE ; Construction Equipment, Materials & Supplies ; CONSTRUCTION MATERIALS ; ENGINEERS ; EUROPE ; FRANCE ; FUELS ; MATERIALS ; MILITARY APPLICATIONS ; PAVEMENTS ; POLYMERS ; PORTLAND CEMENT ; RESIN MODIFIED PAVEMENT ; RESINS ; SLURRIES ; SURFACES ; TOUGHNESS ; VISUAL PERCEPTION ; WATERWAYS</subject><creationdate>1991</creationdate><rights>Approved for public release; distribution is unlimited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,776,881,27544,27545</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA239872$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Ahlrich, Randy C</creatorcontrib><creatorcontrib>Anderton, Gary L</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS GEOTECHNICAL LAB</creatorcontrib><title>Construction and Evaluation of Resin Modified Pavement</title><description>The US Army Engineer Waterways Experiment Station (WES) was tasked to evaluate the current state of the art of the resin modified pavement (PMP). This type of pavement is best described as a semirigid, semiflexible pavement. The RMP is basically an open-graded asphalt concrete mixture that contains 25 to 30 percent voids which are later filled with a resin modified cement slurry grout. The RMP is a tough and durable surfacing material that combines the flexible characteristics of an asphalt concrete material with the fuel, abrasion, and wear resistance of a portland cement concrete. The majority of in-service pavements constructed with this process are in Europe and heavily concentrated in France where this process was developed. Visual observations of these sites indicated the the RMP process had considerable potential for us military applications. The final phase of the study involved the construction, trafficking, and evaluation of a 150- by 50-ft test section.</description><subject>ABRASION</subject><subject>AGGREGATES</subject><subject>ARMY</subject><subject>ASPHALT</subject><subject>BEARING CAPACITY</subject><subject>CEMENTS</subject><subject>Civil Engineering</subject><subject>CONCRETE</subject><subject>Construction Equipment, Materials & Supplies</subject><subject>CONSTRUCTION MATERIALS</subject><subject>ENGINEERS</subject><subject>EUROPE</subject><subject>FRANCE</subject><subject>FUELS</subject><subject>MATERIALS</subject><subject>MILITARY APPLICATIONS</subject><subject>PAVEMENTS</subject><subject>POLYMERS</subject><subject>PORTLAND CEMENT</subject><subject>RESIN MODIFIED PAVEMENT</subject><subject>RESINS</subject><subject>SLURRIES</subject><subject>SURFACES</subject><subject>TOUGHNESS</subject><subject>VISUAL PERCEPTION</subject><subject>WATERWAYS</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1991</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZDBzzs8rLikqTS7JzM9TSMxLUXAtS8wpTQRz89MUglKLM_MUfPNTMtMyU1MUAhLLUnNT80p4GFjTEnOKU3mhNDeDjJtriLOHbkpJZnJ8cUlmXmpJvKOLo5GxpYW5kTEBaQDVayqk</recordid><startdate>199107</startdate><enddate>199107</enddate><creator>Ahlrich, Randy C</creator><creator>Anderton, Gary L</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>199107</creationdate><title>Construction and Evaluation of Resin Modified Pavement</title><author>Ahlrich, Randy C ; Anderton, Gary L</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA2398723</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1991</creationdate><topic>ABRASION</topic><topic>AGGREGATES</topic><topic>ARMY</topic><topic>ASPHALT</topic><topic>BEARING CAPACITY</topic><topic>CEMENTS</topic><topic>Civil Engineering</topic><topic>CONCRETE</topic><topic>Construction Equipment, Materials & Supplies</topic><topic>CONSTRUCTION MATERIALS</topic><topic>ENGINEERS</topic><topic>EUROPE</topic><topic>FRANCE</topic><topic>FUELS</topic><topic>MATERIALS</topic><topic>MILITARY APPLICATIONS</topic><topic>PAVEMENTS</topic><topic>POLYMERS</topic><topic>PORTLAND CEMENT</topic><topic>RESIN MODIFIED PAVEMENT</topic><topic>RESINS</topic><topic>SLURRIES</topic><topic>SURFACES</topic><topic>TOUGHNESS</topic><topic>VISUAL PERCEPTION</topic><topic>WATERWAYS</topic><toplevel>online_resources</toplevel><creatorcontrib>Ahlrich, Randy C</creatorcontrib><creatorcontrib>Anderton, Gary L</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS GEOTECHNICAL LAB</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Ahlrich, Randy C</au><au>Anderton, Gary L</au><aucorp>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS GEOTECHNICAL LAB</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Construction and Evaluation of Resin Modified Pavement</btitle><date>1991-07</date><risdate>1991</risdate><abstract>The US Army Engineer Waterways Experiment Station (WES) was tasked to evaluate the current state of the art of the resin modified pavement (PMP). This type of pavement is best described as a semirigid, semiflexible pavement. The RMP is basically an open-graded asphalt concrete mixture that contains 25 to 30 percent voids which are later filled with a resin modified cement slurry grout. The RMP is a tough and durable surfacing material that combines the flexible characteristics of an asphalt concrete material with the fuel, abrasion, and wear resistance of a portland cement concrete. The majority of in-service pavements constructed with this process are in Europe and heavily concentrated in France where this process was developed. Visual observations of these sites indicated the the RMP process had considerable potential for us military applications. The final phase of the study involved the construction, trafficking, and evaluation of a 150- by 50-ft test section.</abstract><oa>free_for_read</oa></addata></record> |
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source | DTIC Technical Reports |
subjects | ABRASION AGGREGATES ARMY ASPHALT BEARING CAPACITY CEMENTS Civil Engineering CONCRETE Construction Equipment, Materials & Supplies CONSTRUCTION MATERIALS ENGINEERS EUROPE FRANCE FUELS MATERIALS MILITARY APPLICATIONS PAVEMENTS POLYMERS PORTLAND CEMENT RESIN MODIFIED PAVEMENT RESINS SLURRIES SURFACES TOUGHNESS VISUAL PERCEPTION WATERWAYS |
title | Construction and Evaluation of Resin Modified Pavement |
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