<rss version="2.0" xmlns:atom="https://www.w3.org/2005/Atom">
  <channel>
    <title>Transport Research International Documentation (TRID)</title>
    <link>https://trid.trb.org/</link>
    <atom:link href="https://trid.trb.org/Record/RSS?s=PHNlYXJjaD48cGFyYW1zPjxwYXJhbSBuYW1lPSJzdWJqZWN0bG9naWMiIHZhbHVlPSJvciIgLz48cGFyYW0gbmFtZT0idGVybXNsb2dpYyIgdmFsdWU9Im9yIiAvPjxwYXJhbSBuYW1lPSJsb2NhdGlvbiIgdmFsdWU9IjAiIC8+PC9wYXJhbXM+PGZpbHRlcnM+PGZpbHRlciBmaWVsZD0ic2VyaWFsIiB2YWx1ZT0iJnF1b3Q7SGlnaHdheSBSZXNlYXJjaCBSZWNvcmQmcXVvdDsiIG9yaWdpbmFsX3ZhbHVlPSImcXVvdDtIaWdod2F5IFJlc2VhcmNoIFJlY29yZCZxdW90OyIgLz48L2ZpbHRlcnM+PHJhbmdlcyAvPjxzb3J0cz48c29ydCBmaWVsZD0icHVibGlzaGVkIiBvcmRlcj0iZGVzYyIgLz48L3NvcnRzPjxwZXJzaXN0cz48cGVyc2lzdCBuYW1lPSJyYW5nZXR5cGUiIHZhbHVlPSJwdWJsaXNoZWRkYXRlIiAvPjwvcGVyc2lzdHM+PC9zZWFyY2g+" rel="self" type="application/rss+xml" />
    <description></description>
    <language>en-us</language>
    <copyright>Copyright © 2026. National Academy of Sciences. All rights reserved.</copyright>
    <docs>http://blogs.law.harvard.edu/tech/rss</docs>
    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
    <webMaster>tris-trb@nas.edu (Bill McLeod)</webMaster>
    <image>
      <title>Transport Research International Documentation (TRID)</title>
      <url>https://trid.trb.org/Images/PageHeader-wTitle.jpg</url>
      <link>https://trid.trb.org/</link>
    </image>
    <item>
      <title>Determining and Evaluating Stresses of an In-Service Continuously-Reinforced Concrete Pavement</title>
      <link>https://trid.trb.org/View/1484049</link>
      <description><![CDATA[The determination of an optimum percentage of longitudinal steel in a continuously-reinforced concrete pavement, for a given region, is a pressing problem facing highway engineers.  To arrive at a satisfactory solution, in-place performance tests are required to check theoretical formulas used to design these pavements.  In Walker County, Texas, an area of moderate climate, the Texas Highway Department constructed an experimental continuous pavement to compare the relative performance of 0.5 and 0.6 percent longitudinal steel (yield stress of 50,000 psi).  This comparison was made on the basis of performance under traffic, the transverse crack spacing, the transverse crack width, and stressed in the concrete and steel due to the wheel loads as well as those due to environmental conditions of the area.  To date, both steel percentages (0.5 and 0.6 percent) have performed satisfactorily on this project.  Other factors (such as cement type, time of placement, concrete properties, and the average crack spacing) were found to influence steel and concrete stresses more than the steel percentage as long as slab continuity is maintained.  The magnitude of effect of each of these factors is presented in the report.  In addition, an empirical equation based on a statistical analysis of the data collected during this experiment is presented.  This equation shows the interrelation of each of the influencing factors and the magnitude of effect on steel stress during the early stages of the pavement life.]]></description>
      <pubDate>Mon, 02 Oct 2017 11:56:14 GMT</pubDate>
      <guid>https://trid.trb.org/View/1484049</guid>
    </item>
    <item>
      <title>Proposed Method of Producing Asphalt Concrete Beams for Low-Temperature Testing</title>
      <link>https://trid.trb.org/View/1322884</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Mon, 22 Sep 2014 13:32:18 GMT</pubDate>
      <guid>https://trid.trb.org/View/1322884</guid>
    </item>
    <item>
      <title>Construction Practices for Placing 48-Inch Precast, Prestressed Concrete Cylinder Piling in Deep Water</title>
      <link>https://trid.trb.org/View/1316490</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Fri, 05 Sep 2014 14:25:39 GMT</pubDate>
      <guid>https://trid.trb.org/View/1316490</guid>
    </item>
    <item>
      <title>Discussion</title>
      <link>https://trid.trb.org/View/1319859</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Fri, 05 Sep 2014 14:25:39 GMT</pubDate>
      <guid>https://trid.trb.org/View/1319859</guid>
    </item>
    <item>
      <title>Information Needs of Interstate Highway Motorists in Iowa</title>
      <link>https://trid.trb.org/View/1316488</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 11:11:59 GMT</pubDate>
      <guid>https://trid.trb.org/View/1316488</guid>
    </item>
    <item>
      <title>Simulation of a Computer-Aided Routing System (CARS)</title>
      <link>https://trid.trb.org/View/1318025</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 11:11:59 GMT</pubDate>
      <guid>https://trid.trb.org/View/1318025</guid>
    </item>
    <item>
      <title>Stresses and Displacements in Viscoelastic Pavement Systems Under a Moving Load</title>
      <link>https://trid.trb.org/View/1315858</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 11:03:07 GMT</pubDate>
      <guid>https://trid.trb.org/View/1315858</guid>
    </item>
    <item>
      <title>Use of Color Aerial Photography for Pavement Evaluation Studies</title>
      <link>https://trid.trb.org/View/1318026</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 11:03:07 GMT</pubDate>
      <guid>https://trid.trb.org/View/1318026</guid>
    </item>
    <item>
      <title>In-Service Degradation of Base Course Aggregates</title>
      <link>https://trid.trb.org/View/1316616</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 10:58:55 GMT</pubDate>
      <guid>https://trid.trb.org/View/1316616</guid>
    </item>
    <item>
      <title>Application of Program Budgeting to Transportation</title>
      <link>https://trid.trb.org/View/1316491</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 10:58:55 GMT</pubDate>
      <guid>https://trid.trb.org/View/1316491</guid>
    </item>
    <item>
      <title>Evaluation of Minor Improvements</title>
      <link>https://trid.trb.org/View/1316489</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 10:58:55 GMT</pubDate>
      <guid>https://trid.trb.org/View/1316489</guid>
    </item>
    <item>
      <title>Characteristics of Lateritic Soils Used in Thailand Road Construction</title>
      <link>https://trid.trb.org/View/1315860</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 10:58:54 GMT</pubDate>
      <guid>https://trid.trb.org/View/1315860</guid>
    </item>
    <item>
      <title>Pressuremeter Correlation Study</title>
      <link>https://trid.trb.org/View/1315859</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 10:58:54 GMT</pubDate>
      <guid>https://trid.trb.org/View/1315859</guid>
    </item>
    <item>
      <title>Computer Simulation for Quality Assurance in Asphaltic Concrete Production</title>
      <link>https://trid.trb.org/View/1318024</link>
      <description><![CDATA[No abstract available]]></description>
      <pubDate>Tue, 02 Sep 2014 10:54:42 GMT</pubDate>
      <guid>https://trid.trb.org/View/1318024</guid>
    </item>
    <item>
      <title>Construction Control of Rigid Pavement Roughness</title>
      <link>https://trid.trb.org/View/1318023</link>
      <description><![CDATA[No abstract available.]]></description>
      <pubDate>Tue, 02 Sep 2014 10:54:42 GMT</pubDate>
      <guid>https://trid.trb.org/View/1318023</guid>
    </item>
  </channel>
</rss>