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------=_NextPart_01D4A9CA.E9588ED0
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lt:3299;
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 <col class=3Dxl82 width=3D146 style=3D'mso-width-source:userset;mso-width-=
alt:5205;
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 <col class=3Dxl82 width=3D397 style=3D'mso-width-source:userset;mso-width-=
alt:14108;
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 <col class=3Dxl84 width=3D435 style=3D'mso-width-source:userset;mso-width-=
alt:15473;
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 <col width=3D78 style=3D'mso-width-source:userset;mso-width-alt:2787;width=
:59pt'>
 <tr class=3Dxl65 height=3D116 style=3D'mso-height-source:userset;height:87=
.0pt'>
  <td height=3D116 class=3Dxl69 width=3D76 style=3D'height:87.0pt;width:57p=
t'>Unique ID</td>
  <td class=3Dxl69 width=3D534 style=3D'border-left:none;width:400pt'>Proje=
ct Title</td>
  <td class=3Dxl69 width=3D166 style=3D'border-left:none;width:124pt'>Spons=
oring
  Agency</td>
  <td class=3Dxl69 width=3D190 style=3D'border-left:none;width:143pt'>Type =
of work</td>
  <td class=3Dxl69 width=3D166 style=3D'border-left:none;width:125pt'>Contr=
actor<br>
    (If Applicable)</td>
  <td class=3Dxl69 width=3D149 style=3D'border-left:none;width:112pt'>Princ=
ipal
  Investigator (PI)</td>
  <td class=3Dxl69 width=3D110 style=3D'border-left:none;width:83pt'>Projec=
t Status</td>
  <td class=3Dxl70 width=3D111 style=3D'border-left:none;width:83pt'>Project
  Cost<br>
    (if Available)</td>
  <td class=3Dxl69 width=3D66 style=3D'border-left:none;width:49pt'>Project=
 Duration
  (months)</td>
  <td class=3Dxl69 width=3D93 style=3D'border-left:none;width:70pt'>(Antici=
pated)
  Project Completion Date</td>
  <td class=3Dxl69 width=3D146 style=3D'border-left:none;width:110pt'>Study=
 Focus</td>
  <td class=3Dxl69 width=3D397 style=3D'border-left:none;width:298pt'>Link =
to TRID
  Record or Project Website</td>
  <td class=3Dxl69 width=3D435 style=3D'border-left:none;width:326pt'>Link =
to Project
  Report</td>
  <td class=3Dxl65 width=3D78 style=3D'width:59pt'></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0001</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic-Empirical
  Pavement Design Guide Calibration for Pavement Rehabilitation</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Oregon
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl112 width=3D111 style=3D'border-top:none;border-left:none;w=
idth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1246872" target=3D"_parent">https://tri=
d.trb.org/View/1246872</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.oregon.gov/ODOT/Programs/ResearchDocuments/spr718_mech=
empiricalpvmtdesign.pdf"
  target=3D"_parent">http://www.oregon.gov/ODOT/Programs/ResearchDocuments/=
spr718_mechempiricalpvmtdesign.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0002</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of the 2002 Guide for the Design of New and Rehabilitated Pavement
  Structures: Phase II</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>ERES
  Consultants, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>John
  P. Hallin</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$6,579,080</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>73</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-04</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1227884" target=3D"_parent">https://tri=
d.trb.org/View/1227884</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://onlinepubs.trb.org/onlinepubs/archive/mepdg/guide.htm"
  target=3D"_parent">http://onlinepubs.trb.org/onlinepubs/archive/mepdg/gui=
de.htm</a></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl124 style=3D'height:14.4pt;border-top:none'>R-0=
0003</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Traffic
  Data Collection, Analysis, and Forecasting for Mechanistic Pavement Desig=
n</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-05</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/View/753969" target=3D"_parent">https://trid=
.trb.org/View/753969</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D1378=
1"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D13781<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0004</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Assessment
  of Iowa Climatic Data and Its Integration into the AASHTO
  Mechanistic-Empirical Pavement Design Procedure</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Midwest
  Transportation Consortium</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Chris
  Williams</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1226623" target=3D"_parent">https://tri=
d.trb.org/view/1226623</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0005</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Sample
  Rigid Pavement Design Tables Based on Version 0.8 of the Mechanistic
  Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>California
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Pavement
  Research Center, University of California</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>John
  Harvey</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/809118" target=3D"_parent">https://trid=
.trb.org/view/809118</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.ucprc.ucdavis.edu/PDF/MPEDG%20Stg%205%20Final%20UCPRC-=
TM-2006-04%20with%20FHWA.pdf"
  target=3D"_parent">http://www.ucprc.ucdavis.edu/PDF/MPEDG%20Stg%205%20Fin=
al%20UCPRC-TM-2006-04%20with%20FHWA.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0006</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Determination
  of the In-Place Hot-Mix Asphalt Layer Modulus for Rehabilitation Projects
  Using a Mechanistic-Empirical Procedure</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Tech Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>10</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Material</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/788316" target=3D"_parent">https://trid=
.trb.org/view/788316<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/07-cr1.pd=
f"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/07-cr1.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0007</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Analysis
  of Pavement Response Data and Use of Nondestructive Testing for Improving
  Pavement Design and Adoption of Mechanistic-Empirical Pavement Design
  Procedure Using the Gilford Route 15 Instrumented Pavement Test Section</=
td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Maine
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Worcester
  Polytechnic Institute, University of Maine</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Models</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/804919" target=3D"_parent">https://trid=
.trb.org/view/804919</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0008</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Projected
  Traffic Loading for Mechanistic-Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Arkansas
  State Highway and Transportation Department</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Arkansas</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1334564" target=3D"_parent">https://tri=
d.trb.org/view/1334564</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0009</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Implementation
  of the Florida Cracking Model into the Mechanistic-Empirical Pavement Des=
ign</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Florida
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration,
  Models</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view.aspx?id=3D811322" target=3D"_parent">ht=
tps://trid.trb.org/view.aspx?id=3D811322</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0010</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Investigation
  of Concrete Properties to Support Implementation of the New AASHTO Paveme=
nt
  Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Wisconsin
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Wisconsin – Madison</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>14</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/798297" target=3D"_parent">https://trid=
.trb.org/view/798297</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://minds.wisconsin.edu/bitstream/handle/1793/53330/06-03FR.pd=
f"
  target=3D"_parent">http://minds.wisconsin.edu/bitstream/handle/1793/53330=
/06-03FR.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0011</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>WINFLEX
  2006: Mechanistic-Empirical Overlay Design System<br>
    for Flexible Pavement</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Idaho
  Transportation Department</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Idaho</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Fouad
  M. Bayomy</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-06</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/843677" target=3D"_parent">https://trid=
.trb.org/view/843677</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0012</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Asphalt
  Materials Characterization in Support of Implementation of the Proposed
  Mechanistic-Empirical Pavement Design Guide<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Tech Transportation Institute<span style=3D'mso-spacerun:yes'> </span></t=
d>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>9</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-07</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Material</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/806282" target=3D"_parent">https://trid=
.trb.org/view/806282</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/07-cr10.p=
df"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/07-cr10.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D46 style=3D'mso-height-source:userset;height:34.5pt'>
  <td rowspan=3D2 height=3D106 class=3Dxl124 style=3D'height:79.5pt;border-=
top:none'>R-00013</td>
  <td rowspan=3D2 class=3Dxl76 width=3D534 style=3D'border-top:none;width:4=
00pt'>Development
  of a Regional Pavement Performance Database for the AASHTO Mechanistic
  –Empirical Pavement Design Guide<br>
    Part 1: Sensitivity Analysis<br>
    Part 2: Validations and Local Calibration</td>
  <td rowspan=3D2 class=3Dxl76 width=3D166 style=3D'border-top:none;width:1=
24pt'>Wisconsin
  Department of Transportation</td>
  <td rowspan=3D2 class=3Dxl76 width=3D190 style=3D'border-top:none;width:1=
43pt'>State-Funded</td>
  <td rowspan=3D2 class=3Dxl125 width=3D166 style=3D'border-top:none;width:=
125pt'>University
  of Wisconsin-Madison</td>
  <td rowspan=3D2 class=3Dxl125 width=3D149 style=3D'border-top:none;width:=
112pt'>&nbsp;</td>
  <td rowspan=3D2 class=3Dxl88 width=3D110 style=3D'border-top:none;width:8=
3pt'>Completed</td>
  <td rowspan=3D2 class=3Dxl89 width=3D111 style=3D'border-top:none;width:8=
3pt'>&nbsp;</td>
  <td rowspan=3D2 class=3Dxl88 width=3D66 style=3D'border-top:none;width:49=
pt'>20</td>
  <td rowspan=3D2 class=3Dxl126 width=3D93 style=3D'border-top:none;width:7=
0pt'>May-07</td>
  <td rowspan=3D2 class=3Dxl76 width=3D146 style=3D'border-top:none;width:1=
10pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/811446" target=3D"_parent">https://trid=
.trb.org/view/811446</a></td>
  <td rowspan=3D2 class=3Dxl80 width=3D435 style=3D'border-top:none;width:3=
26pt'><a
  href=3D"https://minds.wisconsin.edu/handle/1793/54000" target=3D"_parent"=
>https://minds.wisconsin.edu/handle/1793/54000</a></td>
  <td></td>
 </tr>
 <tr height=3D60 style=3D'mso-height-source:userset;height:45.0pt'>
  <td height=3D60 class=3Dxl80 width=3D397 style=3D'height:45.0pt;border-to=
p:none;
  border-left:none;width:298pt'><a href=3D"https://trid.trb.org/view/811448"
  target=3D"_parent">https://trid.trb.org/view/811448</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0014</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of an Empirical-Mechanistic Model of Overlay Crack Progression using Data
  from the Washington State PMS Database</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Caltrans
  Division of Research and Innovation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of California, Davis</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>22</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-07</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ucprc.ucdavis.edu/PDF/UCPRC-RR-2006-15.pdf" target=3D"=
_parent">http://www.ucprc.ucdavis.edu/PDF/UCPRC-RR-2006-15.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0015</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Calibration
  of Pavement Response Models for the Mechanistic-Empirical Pavement Design
  Method</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Transportation Institute<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Texas, Austin</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-07</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/855973" target=3D"_parent">https://trid=
.trb.org/view/855973</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://static.tti.tamu.edu/swutc.tamu.edu/publications/technicalr=
eports/167264-1.pdf"
  target=3D"_parent">http://static.tti.tamu.edu/swutc.tamu.edu/publications=
/technicalreports/167264-1.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0016</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic-Empirical
  Pavement Design: Evolution and Future Challenges</td>
  <td class=3Dxl92 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Transportation
  Association of Canada</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl111 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Transportation
  Association of Canada</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-07</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/858980" target=3D"_parent">https://trid=
.trb.org/view/858980<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://conf.tac-atc.ca/english/resourcecentre/readingroom/confere=
nce/conf2007/docs/s12/haas.pdf"
  target=3D"_parent">http://conf.tac-atc.ca/english/resourcecentre/readingr=
oom/conference/conf2007/docs/s12/haas.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0017</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Truck Axle Spectra from Oregon Weigh-in-Motion Data for Use in Pavement
  Design and Analysis</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Oregon
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Oregon
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/849621" target=3D"_parent">https://trid=
.trb.org/view/849621</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.oregon.gov/ODOT/Programs/ResearchDocuments/Truck_Load_=
Model_Load_Spectra_final_report.pdf"
  target=3D"_parent">http://www.oregon.gov/ODOT/Programs/ResearchDocuments/=
Truck_Load_Model_Load_Spectra_final_report.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0018</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Calibration
  of the CalME Rutting Model Using 2000 NCAT Data</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>California
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of California</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Mar-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1266222" target=3D"_parent">https://tri=
d.trb.org/view/1266222</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ucprc.ucdavis.edu/PDF/UCPRC-TM-2008-04.pdf" target=3D"=
_parent">http://www.ucprc.ucdavis.edu/PDF/UCPRC-TM-2008-04.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0019</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluating
  the Cracking Predicted by the MEPDG Using Results from the S.R. 22 Smart
  Pavement Study</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Pennsylvania
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Pittsburgh</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/869692" target=3D"_parent">https://trid=
.trb.org/view/869692</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0020</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Calibration
  of CalME Models Using Field Data Collected from US 101 near Redwood Natio=
nal
  Park, Humboldt County</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>California
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of California</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1329926" target=3D"_parent">https://tri=
d.trb.org/view/1329926</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ucprc.ucdavis.edu/PDF/UCPRC-TM-2008-14.pdf" target=3D"=
_parent">http://www.ucprc.ucdavis.edu/PDF/UCPRC-TM-2008-14.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0021</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Material
  Thermal Input for Iowa Materials</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Halil
  Ceylan</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/877818" target=3D"_parent">https://trid=
.trb.org/view/877818</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.ctre.iastate.edu/reports/mepdg-task6.pdf" target=3D"_p=
arent">http://www.ctre.iastate.edu/reports/mepdg-task6.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0022</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Testing
  Iowa Portland Cement Concrete Mixtures for the AASHTO Mechanistic-Empiric=
al
  Pavement Design Procedure</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Halil
  Ceylan</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.intrans.iastate.edu/reports/mepdg_testing.pdf"
  target=3D"_parent">http://www.intrans.iastate.edu/reports/mepdg_testing.p=
df</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0023</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluation
  of Poisson’s Ratio for Use in the Mechanistic Empirical Pavement Design G=
uide
  (MEPDG)<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>New
  Jersey Department of Transportation</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>42</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Material</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/884317" target=3D"_parent">https://trid=
.trb.org/view/884317</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.nj.gov/transportation/refdata/research/reports/FHWA-NJ=
-2008-004.pdf"
  target=3D"_parent">http://www.nj.gov/transportation/refdata/research/repo=
rts/FHWA-NJ-2008-004.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0024</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluation
  of MEPDG with TxDOT Rigid Pavement Database</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Texas, Austin</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/915609" target=3D"_parent">https://trid=
.trb.org/view/915609</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://ctr.utexas.edu/wp-content/uploads/pubs/0_5445_3.pdf"
  target=3D"_parent">http://ctr.utexas.edu/wp-content/uploads/pubs/0_5445_3=
.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0025</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic-Empirical
  Pavement Design Guide Flexible Pavement Performance Prediction Models for
  Montana<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Montana
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Fugro
  Consultants LP</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>84</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/836589" target=3D"_parent">https://trid=
.trb.org/view/836589</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.mdt.mt.gov/research/projects/pave/pave_model.shtml"
  target=3D"_parent">http://www.mdt.mt.gov/research/projects/pave/pave_mode=
l.shtml</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0026</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluation
  of State Highway Agency Adoption of Practices for Implementing
  Mechanistic-Empirical Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Transtec
  Group</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Rasmussen,
  Robert</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$71,955</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>General</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1230991" target=3D"_parent">https://tri=
d.trb.org/view/1230991</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0027</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Calibration
  and Validation of the Enhanced Integrated Climatic Model for Pavement Des=
ign</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>ARIZONA
  STATE UNIVERSITY</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/859142" target=3D"_parent">https://trid=
.trb.org/view/859142</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2309=
8"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D23098<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0028</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Estimating
  Stiffness of Subgrade and Unbound Materials for Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Texas at Arlington</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Anand
  J. Puppala</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/877132" target=3D"_parent">https://trid=
.trb.org/view/877132</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D1359=
8"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D13598<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0029</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic
  Flexible Pavement Overlay Design Program</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Louisiana
  Department of Transportation and Development<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Louisiana
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>33</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1098657" target=3D"_parent">https://tri=
d.trb.org/view/1098657</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ltrc.lsu.edu/pdf/2010/fr_454.pdf" target=3D"_parent">h=
ttp://www.ltrc.lsu.edu/pdf/2010/fr_454.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0030</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic-Empirical
  Design Concepts for Continuously Reinforced Concrete Pavements in Illinoi=
s</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Illinois
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Illinois at Urbana-Champaign</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Jeffery
  Roesler</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>30</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-08</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/902086" target=3D"_parent">https://trid=
.trb.org/view/902086</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/16716" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/16716</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0031</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Field
  Verification of KDOT's Superpave Mixture Properties to Be Used as Inputs =
in
  the NCHRP Mechanistic-Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Kansas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Kansas
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>48</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/886093" target=3D"_parent">https://trid=
.trb.org/view/886093<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/16645" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/16645</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0032</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Unbound Materials (Soils/Aggregates) for Mechanistic-Empirical Pavement
  Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Halil
  Ceylan</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1262246" target=3D"_parent">https://tri=
d.trb.org/view/1262246</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://publications.iowa.gov/14995/1/Iowa_DOT_InTrans_MEPDG_task_=
5_unbound_Materials.pdf"
  target=3D"_parent">http://publications.iowa.gov/14995/1/Iowa_DOT_InTrans_=
MEPDG_task_5_unbound_Materials.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0033</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Existing
  Pavement Input Information for the Mechanistic Empirical Pavement Design
  Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Halil
  Ceylan</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Validation</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1262247" target=3D"_parent">https://tri=
d.trb.org/view/1262247</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://publications.iowa.gov/14996/1/Iowa_DOT_InTrans_MEPDG_task_=
7_exisiting_pavement_input.pdf"
  target=3D"_parent">http://publications.iowa.gov/14996/1/Iowa_DOT_InTrans_=
MEPDG_task_7_exisiting_pavement_input.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0034</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Validation
  of Pavement Performance Curves for the Mechanistic-Empirical Pavement Des=
ign
  Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Halil
  Ceylan</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Validation</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1262249" target=3D"_parent">https://tri=
d.trb.org/view/1262249</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://publications.iowa.gov/14997/1/Iowa_DOT_InTrans_MEPDG_task_=
8_validation_of_pavement.pdf"
  target=3D"_parent">http://publications.iowa.gov/14997/1/Iowa_DOT_InTrans_=
MEPDG_task_8_validation_of_pavement.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0035</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Database
  Support for the Mechanistic-Empirical Pavement Design Guide (MEPDG)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Arkansas
  State Highway and Transportation Department</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Arkansas</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Database</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/900783" target=3D"_parent">https://trid=
.trb.org/view/900783</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0036</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>PCC
  Materials Input Values for Mechanistic-Empirical Pavement Design Guide</t=
d>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Arkansas
  State Highway and Transportation Department</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Arkansas</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1334407" target=3D"_parent">https://tri=
d.trb.org/view/1334407</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0037</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic-Empirical
  Design Concepts for Jointed Plain Concrete Pavements in Illinois</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Illinois
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Illinois at Urbana-Champaign</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Jeffery
  Roesler</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/923576" target=3D"_parent">https://trid=
.trb.org/view/923576</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.ideals.illinois.edu/handle/2142/15210" target=3D"_par=
ent">https://www.ideals.illinois.edu/handle/2142/15210</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0038</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>A
  Mechanistic-Empirical Tie Bar Design Approach for Concrete Pavements</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>American
  Concrete Pavement Association</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Jagannath
  Mallela</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/905652" target=3D"_parent">https://trid=
.trb.org/view/905652</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0039</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Analysis
  of Virginia-Specific Traffic Data Inputs for Use with the Mechanistic
  Empirical Pavement Design Guide<span style=3D'mso-spacerun:yes'> </span><=
/td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Transportation Research Council<span style=3D'mso-spacerun:yes'> </span><=
/td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>16</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/916029" target=3D"_parent">https://trid=
.trb.org/view/916029</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/20228" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/20228</a></td>
  <td></td>
 </tr>
 <tr class=3Dxl91 height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0040</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Draft
  User's Guide for UDOT Mechanistic-Empirical Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Utah
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>33</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/907076" target=3D"_parent">https://trid=
.trb.org/view/907076</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www2.udot.utah.gov/main/uconowner.gf?n=3D9882929270126160"
  target=3D"_parent">http://www2.udot.utah.gov/main/uconowner.gf?n=3D988292=
9270126160<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td class=3Dxl91></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0041</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic-Empirical
  Asphalt Overlay Thickness Design and Analysis System</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/906593" target=3D"_parent">https://trid=
.trb.org/view/906593</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://d2dtl5nnlpfr0r.cloudfront.net/tti.tamu.edu/documents/0-512=
3-3.pdf"
  target=3D"_parent">http://d2dtl5nnlpfr0r.cloudfront.net/tti.tamu.edu/docu=
ments/0-5123-3.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0042</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Truck Traffic in Michigan for the New<br>
    Mechanistic Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Michigan
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Michigan
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1220850" target=3D"_parent">https://tri=
d.trb.org/view/1220850</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.michigan.gov/documents/mdot/MDOT_Research_Report_RC-15=
37_316196_7.pdf"
  target=3D"_parent">http://www.michigan.gov/documents/mdot/MDOT_Research_R=
eport_RC-1537_316196_7.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0043</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Changes
  to the &quot;Mechanistic-Empirical Pavement Design Guide&quot; Software
  Through Version 0.900, July 2006</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Arizona
  State University</td>
  <td class=3Dxl111 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Matthew
  Witczak</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$642,819</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>41</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-09</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate,
  Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/794142" target=3D"_parent">https://trid=
.trb.org/view/794142</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2321=
8"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D23218<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr class=3Dxl91 height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0044</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>A
  National Database of Subgrade Soil-Water Characteristic Curves and Select=
ed
  Soil Properties for Use with the MEPDG</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Arizona
  State University</td>
  <td class=3Dxl111 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Claudia
  Zapata</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$59,500</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>22</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/927687" target=3D"_parent">https://trid=
.trb.org/view/927687</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2293=
6"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D22936<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td class=3Dxl91></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0045</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Materials
  Testing for Mechanistic-Empirical Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>South
  Dakota Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>South
  Dakota School of Mines and Technology</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$59,355</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>23</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1229689" target=3D"_parent">https://tri=
d.trb.org/view/1229689</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0046</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Local
  Calibration of the MEPDG using Pavement Management Systems</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Pavement Technology, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Katie
  Zimmerman</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/pavement/management/pubs/hif11026/hif110=
26.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/pavement/management/pubs/hif1=
1026/hif11026.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td rowspan=3D3 height=3D114 class=3Dxl138 style=3D'border-bottom:.5pt so=
lid black;
  height:86.4pt;border-top:none'>R-00047</td>
  <td rowspan=3D3 class=3Dxl133 width=3D534 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:400pt'>Using Falling Weight Deflectometer Data with
  Mechanistic-Empirical Design and Analysis: Volumes I, II, III</td>
  <td rowspan=3D3 class=3Dxl133 width=3D166 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:124pt'>FHWA</td>
  <td rowspan=3D3 class=3Dxl133 width=3D190 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:143pt'>FHWA-Funded</td>
  <td rowspan=3D3 class=3Dxl133 width=3D166 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:125pt'>Applied Pavement Technology, Inc.</td>
  <td rowspan=3D3 class=3Dxl133 width=3D149 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:112pt'>Kurt D. Smith</td>
  <td rowspan=3D3 class=3Dxl133 width=3D110 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:83pt'>Completed</td>
  <td rowspan=3D3 class=3Dxl135 width=3D111 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:83pt'>$304,703</td>
  <td rowspan=3D3 class=3Dxl133 width=3D66 style=3D'border-bottom:.5pt soli=
d black;
  border-top:none;width:49pt'>46</td>
  <td rowspan=3D3 class=3Dxl130 width=3D93 style=3D'border-bottom:.5pt soli=
d black;
  border-top:none;width:70pt'>Dec-17</td>
  <td rowspan=3D3 class=3Dxl133 width=3D146 style=3D'border-bottom:.5pt sol=
id black;
  border-top:none;width:110pt'>Design, Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/View/1458517" target=3D"_parent">https://tri=
d.trb.org/View/1458517</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/publications/research/infrastructure/pav=
ements/16009/16009.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/publications/research/infrast=
ructure/pavements/16009/16009.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl90 style=3D'height:28.8pt;border-top:none;borde=
r-left:
  none'><a href=3D"https://trid.trb.org/View/1459276" target=3D"_parent">ht=
tps://trid.trb.org/View/1459276</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/publications/research/infrastructure/pav=
ements/16010/16010.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/publications/research/infrast=
ructure/pavements/16010/16010.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl90 style=3D'height:28.8pt;border-top:none;borde=
r-left:
  none'><a href=3D"https://trid.trb.org/View/1493349" target=3D"_parent">ht=
tps://trid.trb.org/View/1493349</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/publications/research/infrastructure/pav=
ements/16011/16011.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/publications/research/infrast=
ructure/pavements/16011/16011.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0048</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Analysis
  of the Mechanistic-Empirical Pavement Design Guide Performance Prediction=
s:
  Influence of Asphalt Material Input Properties</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Transportation Research Council</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/986726" target=3D"_parent">https://trid=
.trb.org/view/986726</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/11-r3.pdf"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/11-r3.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0049</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Develop
  Mechanistic-Empirical Design for CRCP</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  Tech University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>35</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1143222" target=3D"_parent">https://tri=
d.trb.org/view/1143222</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0050</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development,
  Calibration, and Validation of Performance Prediction Models for the Texas
  M-E Flexible Pavement Design System</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/986540" target=3D"_parent">https://trid=
.trb.org/view/986540</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://d2dtl5nnlpfr0r.cloudfront.net/tti.tamu.edu/documents/0-579=
8-2.pdf"
  target=3D"_parent">http://d2dtl5nnlpfr0r.cloudfront.net/tti.tamu.edu/docu=
ments/0-5798-2.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0051</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Summary
  of SPTC Pooled-Fund Study for Sharing and Evaluation of CalME Flexible
  Pavement Design Software</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Various</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>Pooled-Fund</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of California</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1395379" target=3D"_parent">https://tri=
d.trb.org/view/1395379</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.wsdot.wa.gov/research/reports/fullreports/764.1.pdf"
  target=3D"_parent">http://www.wsdot.wa.gov/research/reports/fullreports/7=
64.1.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0052</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Unbound for Use in the New Mechanistic-Empirical Pavement Design Proce=
dure
  Pavement Materials From Virginia Sources</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Transportation Research Council</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>M.
  Shabbir Hossain</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1097599" target=3D"_parent">https://tri=
d.trb.org/view/1097599</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/11-r6.pdf"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/11-r6.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0053</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Research
  for AASHTO Standing Committee on Highways. Task 288. National Calibration=
 of
  MEPDG Rigid Pavement Models Based on Corrected CTE Values</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Jagannath
  Mallela</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$100,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>8</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration,
  Design, Performance</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1232229" target=3D"_parent">https://tri=
d.trb.org/view/1232229</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0054</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of a Traffic Data Input System in Arizona for the MEPDG</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Arizona
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>25</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1264105" target=3D"_parent">https://tri=
d.trb.org/view/1264105</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://apps.azdot.gov/ADOTLIBRARY/PUBLICATIONS/PROJECT_REPORTS/P=
DF/AZ672.PDF"
  target=3D"_parent">https://apps.azdot.gov/ADOTLIBRARY/PUBLICATIONS/PROJEC=
T_REPORTS/PDF/AZ672.PDF</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0055</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Traffic
  characterization for a mechanistic-empirical pavement design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Texas at Austin</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1154074" target=3D"_parent">https://tri=
d.trb.org/view/1154074</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://ctr.utexas.edu/wp-content/uploads/pubs/0_4510_4.pdf"
  target=3D"_parent">http://ctr.utexas.edu/wp-content/uploads/pubs/0_4510_4=
.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0056</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Towards
  an Integrated Pavement Design Approach: Using HWTD to Support the MEPDG<s=
pan
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Transportation Institute</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Texas at Austin</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1096251" target=3D"_parent">https://tri=
d.trb.org/view/1096251</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/18624" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/18624</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0057</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Layer
  Moduli of Nebraska Pavements for the New Mechanistic-Empirical Pavement
  Design Guide (MEPDG)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Nebraska
  Department of Roads</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Nebraska-Lincoln</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>42</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-10</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1090851" target=3D"_parent">https://tri=
d.trb.org/view/1090851</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/25453" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/25453</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0058</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Catalog
  of Material Properties for Mechanistic-Empirical Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Maryland
  State Highway Administration</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Maryland<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1101546" target=3D"_parent">https://tri=
d.trb.org/view/1101546</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.roads.maryland.gov/opr_research/md-11-sp808b4f-catalog=
-of-material-properties-for-mepdg_report.pdf"
  target=3D"_parent">http://www.roads.maryland.gov/opr_research/md-11-sp808=
b4f-catalog-of-material-properties-for-mepdg_report.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl124 style=3D'height:14.4pt;border-top:none'>R-0=
0059</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Adapting
  SPT Specification Criteria to HMA Mix Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Arizona
  State University,</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Mohamed
  El-Basyouny</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$59,540</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>41</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Performance</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1097610" target=3D"_parent">https://tri=
d.trb.org/view/1097610</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2289=
5"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D22895</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0060</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Establish
  Inputs for the New Rigid Component of the Mechanistic-Empirical Pavement
  Design Guide (MEPDG)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Pennsylvania
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Pittsburgh</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>33</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Mar-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1105473" target=3D"_parent">https://tri=
d.trb.org/view/1105473</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0061</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Reliable Pavement Models</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  A&amp;M Transportation Institute</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Texas at Austin</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1116768" target=3D"_parent">https://tri=
d.trb.org/view/1116768</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/23110" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/23110</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0062</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Developing
  MEPDG Climate Data Input Files for Mississippi</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Mississippi
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl111 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Mississippi
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1138898" target=3D"_parent">https://tri=
d.trb.org/view/1138898</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0063</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of a Flexible Pavement Database for Local Calibration of MEPDG</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>New
  Mexico Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of New Mexico</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Karl
  Benedict</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$439,787</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1231642" target=3D"_parent">https://tri=
d.trb.org/view/1231642</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://dot.state.nm.us/content/dam/nmdot/Research/MEPDGFinalRepor=
t.pdf"
  target=3D"_parent">http://dot.state.nm.us/content/dam/nmdot/Research/MEPD=
GFinalReport.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0064</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Flexible Pavement Database for Local Calibration of MEPDG</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Oklahoma
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Oklahoma
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>27</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1217382" target=3D"_parent">https://tri=
d.trb.org/view/1217382</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/25596" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/25596</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0065</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of a Flexible Pavement Database for Local Calibration of the MEPDG-Evalua=
tion
  of ODOT SMA Mixtures</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Oklahoma
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Oklahoma
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>30</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Mar-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1117042" target=3D"_parent">https://tri=
d.trb.org/view/1117042</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/23201" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/23201</a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0066</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  and Development of Truck Load Spectra and<br>
    Growth Factors for Current and Future Pavement Design Practices in
  Louisiana<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Louisiana
  Department of Transportation and Development<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Louisiana
  State University<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1116083" target=3D"_parent">https://tri=
d.trb.org/view/1116083</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ltrc.lsu.edu/pdf/2011/fr_445.pdf" target=3D"_parent">h=
ttp://www.ltrc.lsu.edu/pdf/2011/fr_445.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0067</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>The
  Effect of Environmental Factors on the Implementation of the
  Mechanistic-Empirical Pavement Design Guide (MEPDG)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Wyoming</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1118650" target=3D"_parent">https://tri=
d.trb.org/view/1118650</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/23134" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/23134</a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0068</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Asphalt
  Material Design Inputs for Use with the Mechanistic-Empirical Pavement De=
sign
  Guide in Virginia</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Center for Transportation Innovation and Research</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>26</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1126807" target=3D"_parent">https://tri=
d.trb.org/view/1126807</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/12-r6.pdf"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/12-r6.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0069</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Use
  of the 1993 AASHTO Guide, MEPDG and Historical Performance to Update the
  WSDOT Pavement Design Catalog</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Washington
  State Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Washington</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1126792" target=3D"_parent">https://tri=
d.trb.org/view/1126792</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.wsdot.wa.gov/research/reports/fullreports/779.1.pdf"
  target=3D"_parent">http://www.wsdot.wa.gov/research/reports/fullreports/7=
79.1.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0070</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Local
  Calibration of the MEPDG for Flexible Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>North
  Carolina Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>North
  Carolina State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>38</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1141997" target=3D"_parent">https://tri=
d.trb.org/view/1141997</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0071</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Base
  Course Resilient Modulus for the Mechanistic-Empirical Pavement Design Gu=
ide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Florida
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Florida</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Dennis
  R. Hiltunen</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>41</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1128222" target=3D"_parent">https://tri=
d.trb.org/view/1128222</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.fdot.gov/research/Completed_Proj/Summary_SMO/FDOT_BDK7=
5_977-10_sum.pdf"
  target=3D"_parent">http://www.fdot.gov/research/Completed_Proj/Summary_SM=
O/FDOT_BDK75_977-10_sum.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0072</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Calibration
  of CalME Models Using WesTrack Performance Data</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>California
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of California</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/868465" target=3D"_parent">https://trid=
.trb.org/view/868465</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ucprc.ucdavis.edu/PDF/WesTrack%20CalME%20Calib_UCPRC-R=
R-2006-14_final.pdf"
  target=3D"_parent">http://www.ucprc.ucdavis.edu/PDF/WesTrack%20CalME%20Ca=
lib_UCPRC-RR-2006-14_final.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0073</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Review
  of the Virginia Department of Transportation’s Truck Weight Data Plan for=
 the
  Mechanistic-Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Center for Transportation Innovation and Research<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1128219" target=3D"_parent">https://tri=
d.trb.org/view/1128219</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/12-r4.pdf"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/12-r4.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0074</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Technical
  Assistance to NCHRP and NCHRP Project 1-40A: Versions 0.9 and 1.0 of the =
M-E
  Pavement Design Software</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Michael
  Darter</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$848,595</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>74</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>General</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1335845" target=3D"_parent">https://tri=
d.trb.org/view/1335845</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0075</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Traffic Data Input Resources for the Mechanistic Empirical Pavement De=
sign
  Process</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'><span
  style=3D'mso-spacerun:yes'> </span>North Carolina Department of
  Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>North
  Carolina State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>38</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/View/1140036" target=3D"_parent">https://tri=
d.trb.org/View/1140036</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/24076" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/24076</a></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl124 style=3D'height:14.4pt;border-top:none'>R-0=
0076</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Sensitivity
  Evaluation of MEPDG Performance Prediction</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Maryland</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Charles
  W. Schwartz</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>27</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-11</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1246949" target=3D"_parent">https://tri=
d.trb.org/view/1246949</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2262=
5"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D22625<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0077</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Texas
  M-E Flexible Pavement Design System: Literature Review and Proposed Frame=
work</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  A&amp;M Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Tom
  Scullion</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1140754" target=3D"_parent">https://tri=
d.trb.org/view/1140754</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/24184" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/24184</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0078</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>AASHTO
  Mechanistic-Empirical Pavement Design Guide Parametric Study</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>United
  States Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Wisconsin-Madison</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>27</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Mar-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1224986" target=3D"_parent">https://tri=
d.trb.org/view/1224986</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.wistrans.org/cfire/documents/FR_0324.pdf" target=3D"_p=
arent">http://www.wistrans.org/cfire/documents/FR_0324.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0079</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluation
  of Current Louisiana Flexible Pavement Structures Using PMS Data and New
  Mechanistic Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Louisiana
  Department of Transportation and Development</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Louisiana
  Transportation Research Center</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1141792" target=3D"_parent">https://tri=
d.trb.org/view/1141792</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/24249" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/24249</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0080</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>User’s
  Guide for TxCRCP-ME Design Software: Volume I - User's Guide and Volume I=
I -
  Software A<font class=3D"font0">rchitecture</font></td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  Tech University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1146608" target=3D"_parent">https://tri=
d.trb.org/view/1146608</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.depts.ttu.edu/techmrtweb/Reports/Products/0-5832-P3.pd=
f"
  target=3D"_parent">http://www.depts.ttu.edu/techmrtweb/Reports/Products/0=
-5832-P3.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0081</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Local
  Calibration of the Mechanistic Empirical Design Software for Wisconsin</t=
d>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Wisconsin
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Marquette
  University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://wisconsindot.gov/documents2/research/WisDOT-0092-09-3031-F=
inal-Report.pdf"
  target=3D"_parent">http://wisconsindot.gov/documents2/research/WisDOT-009=
2-09-3031-Final-Report.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0082</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Modeling
  Mechanistic Properties of Unbound Pavement Materials for New York State</=
td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>New
  York State Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Cornell
  University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Lynne
  Irwin</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$324,907</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>29</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1236462" target=3D"_parent">https://tri=
d.trb.org/view/1236462</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.utrc2.org/research/projects/mechanistic-properties-of-=
unbound-pavement-materials"
  target=3D"_parent">http://www.utrc2.org/research/projects/mechanistic-pro=
perties-of-unbound-pavement-materials</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0083</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Research
  for AASHTO Standing Committee on Highways. Task 317. Update of AASHTO
  Publication MEPDG-1</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Myers
  McCarthy Consulting Engineers, LLC</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Leslie
  Myers McCarthy</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$94,020</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>10</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>General</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1335994" target=3D"_parent">https://tri=
d.trb.org/view/1335994</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0084</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Laboratory
  Study of Concrete Properties to Support Implementation of the New AASHTO
  Mechanistic-Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Wisconsin
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Wisconsin – Madison</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1239130" target=3D"_parent">https://tri=
d.trb.org/view/1239130</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://cdm16119.contentdm.oclc.org/digital/collection/p267601col=
l4/id/15995"
  target=3D"_parent">https://cdm16119.contentdm.oclc.org/digital/collection=
/p267601coll4/id/15995<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0085</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Determination
  of Coefficient of Thermal Expansion for Portland Cement Concrete Pavements
  for MEPDG Implementation</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Georgia
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Southern
  Polytechnic State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1223586" target=3D"_parent">https://tri=
d.trb.org/view/1223586</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.dot.ga.gov/BuildSmart/research/Documents/10-04.pdf"
  target=3D"_parent">http://www.dot.ga.gov/BuildSmart/research/Documents/10=
-04.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0086</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>New
  England Verification of National Cooperative Highway Research Program (NC=
HRP)
  1-37A Mechanistic-Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>New
  England Transportation Consortium</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of New Hampshire</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1250120" target=3D"_parent">https://tri=
d.trb.org/view/1250120<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.uvm.edu/~transctr/pdf/netc/netcr87_06-1.pdf" target=3D=
"_parent">http://www.uvm.edu/~transctr/pdf/netc/netcr87_06-1.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D40 style=3D'mso-height-source:userset;height:30.0pt'>
  <td rowspan=3D2 height=3D59 class=3Dxl124 style=3D'height:44.4pt;border-t=
op:none'>R-00087</td>
  <td rowspan=3D2 class=3Dxl76 width=3D534 style=3D'border-top:none;width:4=
00pt'>Development
  of New Default Traffic Datasets for the Mechanistic-Empirical Pavement De=
sign
  Guide Using the Data from Long-Term Pavement Performance Specific Pavement
  Study Traffic Data Collection Pooled Fund Study, TPF-5(004)</td>
  <td rowspan=3D2 class=3Dxl76 width=3D166 style=3D'border-top:none;width:1=
24pt'>FHWA</td>
  <td rowspan=3D2 class=3Dxl76 width=3D190 style=3D'border-top:none;width:1=
43pt'>Pooled-Fund</td>
  <td rowspan=3D2 class=3Dxl125 width=3D166 style=3D'border-top:none;width:=
125pt'>Applied
  Research Associates, Inc.</td>
  <td rowspan=3D2 class=3Dxl125 width=3D149 style=3D'border-top:none;width:=
112pt'>Olga
  Selezneva</td>
  <td rowspan=3D2 class=3Dxl88 width=3D110 style=3D'border-top:none;width:8=
3pt'>Completed</td>
  <td rowspan=3D2 class=3Dxl89 width=3D111 style=3D'border-top:none;width:8=
3pt'>$328,143</td>
  <td rowspan=3D2 class=3Dxl88 width=3D66 style=3D'border-top:none;width:49=
pt'>40</td>
  <td rowspan=3D2 class=3Dxl126 width=3D93 style=3D'border-top:none;width:7=
0pt'>Dec-12</td>
  <td rowspan=3D2 class=3Dxl76 width=3D146 style=3D'border-top:none;width:1=
10pt'>Traffic</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1366335" target=3D"_parent">https://tri=
d.trb.org/view/1366335</a></td>
  <td rowspan=3D2 class=3Dxl80 width=3D435 style=3D'border-top:none;width:3=
26pt'><a
  href=3D"https://www.fhwa.dot.gov/publications/research/infrastructure/pav=
ements/ltpp/13090/13090.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/publications/research/infrast=
ructure/pavements/ltpp/13090/13090.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl80 width=3D397 style=3D'height:14.4pt;border-to=
p:none;
  border-left:none;width:298pt'><a
  href=3D"https://trid.trb.org/view.aspx?id=3D1409560" target=3D"_parent">h=
ttps://trid.trb.org/view.aspx?id=3D1409560</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0088</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Improved
  Characterization of Truck Traffic Volumes and Axle Loads for
  Mechanistic-Empirical Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Ohio
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'><br>
    University of Akron</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>28</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1245232" target=3D"_parent">https://tri=
d.trb.org/view/1245232</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0089</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Methodology
  and Calibration of Fatigue Transfer Functions for Mechanistic Empirical
  Flexible Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Auburn
  University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-12</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/850274" target=3D"_parent">https://trid=
.trb.org/view/850274</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.eng.auburn.edu/research/centers/ncat/files/reports/200=
6/rep06-03.pdf"
  target=3D"_parent">http://www.eng.auburn.edu/research/centers/ncat/files/=
reports/2006/rep06-03.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0090</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Continuously
  Reinforced Concrete Pavement: Design Using the AASHTOWare Pavement ME Des=
ign
  Procedure</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Concrete
  Reinforcing Steel Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Jeffery
  Roesler</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>9</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1264834" target=3D"_parent">https://tri=
d.trb.org/view/1264834</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/pavement/concrete/pubs/hif13025.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/pavement/concrete/pubs/hif130=
25.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0091</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic
  Characterization of Soils and Aggregates</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Utah
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Brigham
  Young University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>W
  Spencer Guthrie</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$75,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1243528" target=3D"_parent">https://tri=
d.trb.org/view/1243528</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0092</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluation
  of LTPP Climatic Data for Use in MEPDG Calibration and Other Pavement
  Analysis</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Maryland; MACTEC Engineering and Consulting, Incorporated</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Schwartz,
  Charles</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$200,538</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate,
  Calibration, Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/View/1344149" target=3D"_parent">https://tri=
d.trb.org/View/1344149</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/publications/research/infrastructure/pav=
ements/ltpp/15019/15019.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/publications/research/infrast=
ructure/pavements/ltpp/15019/15019.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0093</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Use
  of AMPT for Characterizing Asphalt Material Inputs for AASHTOWare® Paveme=
nt
  Me Design Implementation</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>National
  Center for Asphalt Technology</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1299887" target=3D"_parent">https://tri=
d.trb.org/view/1299887</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://eng.auburn.edu/research/centers/ncat/files/reports/2013/re=
p13-04.pdf"
  target=3D"_parent">http://eng.auburn.edu/research/centers/ncat/files/repo=
rts/2013/rep13-04.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0094</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Iowa
  Calibration of MEPDG Performance Prediction Models</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl111 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Halil
  Ceylan</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>16</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1261327" target=3D"_parent">https://tri=
d.trb.org/View/1261327</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.intrans.iastate.edu/research/documents/research-report=
s/MEPDG_Iowa_calibration_w_cvr1.pdf"
  target=3D"_parent">http://www.intrans.iastate.edu/research/documents/rese=
arch-reports/MEPDG_Iowa_calibration_w_cvr1.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0095</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Assessment
  of Environmental, Seasonal and Regional Variations in Pavement Base and
  Subgrade Properties</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Louisiana
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Louisiana
  Transportation Research Center</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'><span
  style=3D'mso-spacerun:yes'> </span>Kevin Gaspard</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Delayed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$529,685</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>60</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-18</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><u style=3D'v=
isibility:
  hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl124 style=3D'height:14.4pt;border-top:none'>R-0=
0096</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Drainage Layer Properties for MEPDG</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>ID
  , OK , VA , WisDOT</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>Pooled-Fund</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1235957" target=3D"_parent">https://tri=
d.trb.org/view/1235957</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.pooledfund.org/Details/Study/457" target=3D"_parent">h=
ttp://www.pooledfund.org/Details/Study/457<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0097</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Cementitiously Stabilized Layers for Use in Pavement Design and Analys=
is</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Washington
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Haifang
  Wen</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$500,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>51</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1332796" target=3D"_parent">https://tri=
d.trb.org/view/1332796</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2224=
7"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D22247<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0098</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Design Guide for Thin and Ultrathin Concrete Overlays of Existing Asph=
alt
  Pavements</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Various</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>Pooled-Fund</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Various</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$515,200</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>60</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Maintenance</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1351330" target=3D"_parent">https://tri=
d.trb.org/view/1351330</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.pooledfund.org/Details/Study/389" target=3D"_parent">h=
ttp://www.pooledfund.org/Details/Study/389<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0099</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Texas Mechanistic-Empirical Flexible Pavement Design System (TxME)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  A&amp;M Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>14</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1290602" target=3D"_parent">https://tri=
d.trb.org/view/1290602</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://d2dtl5nnlpfr0r.cloudfront.net/tti.tamu.edu/documents/0-662=
2-2.pdf"
  target=3D"_parent">http://d2dtl5nnlpfr0r.cloudfront.net/tti.tamu.edu/docu=
ments/0-6622-2.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0100</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Local
  Calibration of the MEPDG for New Hampshire</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>New
  Hampshire Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of New Hampshire, Durham</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1363118" target=3D"_parent">https://tri=
d.trb.org/view/1363118</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.nh.gov/dot/org/projectdevelopment/materials/research/p=
rojects/documents/14282S-FINALREPORT.pdf"
  target=3D"_parent">http://www.nh.gov/dot/org/projectdevelopment/materials=
/research/projects/documents/14282S-FINALREPORT.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0101</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Enhanced
  Analysis of Falling Weight Deflectometer Data for Use with the
  Mechanistic-Empirical Flexible Pavement Design and Analysis and<span
  style=3D'mso-spacerun:yes'>  </span>recommendations for Improvements to F=
alling
  Weight Deflectometer</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Federal
  Highway Administration</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Nadarajah
  Sivaneswaran</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$337,289</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>33</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1365864" target=3D"_parent">https://tri=
d.trb.org/view/1365864</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/publications/research/infrastructure/pav=
ements/15063/15063.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/publications/research/infrast=
ructure/pavements/15063/15063.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0102</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Incorporating
  Pavement Preservation into the MEPDG</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Pavement Technology, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>David
  G. Peshkin</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$262,124</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>42</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-13</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Preservation</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1232435" target=3D"_parent">https://tri=
d.trb.org/view/1232435</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2210=
8"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D22108</a></td>
  <td></td>
 </tr>
 <tr height=3D77 style=3D'height:57.6pt'>
  <td height=3D77 class=3Dxl124 style=3D'height:57.6pt;border-top:none'>R-0=
0103</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Asphalt Dynamic Modulus Master Curve Using Falling Weight Deflectometer
  (FWD) Measurements</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Sunghwan
  Kim;<span style=3D'mso-spacerun:yes'>  </span>Kasthurirangan
  Gopalakrishnan;<span style=3D'mso-spacerun:yes'>  </span>Halil Ceylan</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$50,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Mar-14</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/View/1327972" target=3D"_parent">https://tri=
d.trb.org/View/1327972</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.intrans.iastate.edu/research/projects/detail/?projectI=
D=3D-1670453428"
  target=3D"_parent">http://www.intrans.iastate.edu/research/projects/detai=
l/?projectID=3D-1670453428<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0104</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Louisiana Asphalt Mixtures Using Simple Performance Tests and MEPDG</t=
d>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Louisiana
  Department of Transportation and Development<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Louisiana
  Transportation Research Center<span style=3D'mso-spacerun:yes'> </span></=
td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>42</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-14</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1322109" target=3D"_parent">https://tri=
d.trb.org/view/1322109</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ltrc.lsu.edu/pdf/2014/fr_499.pdf" target=3D"_parent">h=
ttp://www.ltrc.lsu.edu/pdf/2014/fr_499.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0105</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Developing
  Recalibrated Concrete Pavement Performance Models for the
  Mechanistic-Empirical Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Pittsburgh</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Julie
  M. Vandenbossche</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$100,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>18</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-14</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1332876" target=3D"_parent">https://tri=
d.trb.org/view/1332876</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0106</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Flexible
  Pavement Design – State of the Practice</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>National
  Asphalt Pavement Association</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>National
  Center for Asphalt Technology</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>David
  H. Timm</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-14</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1322103" target=3D"_parent">https://tri=
d.trb.org/view/1322103</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://eng.auburn.edu/research/centers/ncat/files/reports/2014/re=
p14-04.pdf"
  target=3D"_parent">http://eng.auburn.edu/research/centers/ncat/files/repo=
rts/2014/rep14-04.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0107</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Verification
  of Mechanistic-Empirical Design Models for Flexible Pavements through
  Accelerated Pavement Testing</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Kansas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Kansas
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>69</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-14</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1326952" target=3D"_parent">https://tri=
d.trb.org/view/1326952</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D77 style=3D'height:57.6pt'>
  <td height=3D77 class=3Dxl124 style=3D'height:57.6pt;border-top:none'>R-0=
0108</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Guidelines
  for PCC Inputs to AASHTOWare Pavement ME</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Mississippi
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Rao
  Research and Consulting, LLC</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-14</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1369977" target=3D"_parent">https://tri=
d.trb.org/view/1369977</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://mdot.ms.gov/documents/research/Reports/Interim%20and%20Fin=
al%20Reports/State%20Study%20260%20-%20Guidelines%20for%20PCC%20Inputs%20to=
%20AASHTOWare%20Pavement%20ME.pdf"
  target=3D"_parent">http://mdot.ms.gov/documents/research/Reports/Interim%=
20and%20Final%20Reports/State%20Study%20260%20-%20Guidelines%20for%20PCC%20=
Inputs%20to%20AASHTOWare%20Pavement%20ME.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0109</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Alabama Traffic Factors for use in Mechanistic-Empirical Pavement Desi=
gn</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Alabama
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Auburn
  University<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1372297" target=3D"_parent">https://tri=
d.trb.org/view/1372297</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://eng.auburn.edu/files/centers/hrc/930793developmentofalabam=
atrafficfactors.turochy.pdf"
  target=3D"_parent">http://eng.auburn.edu/files/centers/hrc/930793developm=
entofalabamatrafficfactors.turochy.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0110</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Traffic
  and Data Preparation for AASHTO DARWin-ME Analysis and Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Oklahoma
  State University</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Louisiana
  Department of Transportation and Development<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1345766" target=3D"_parent">https://tri=
d.trb.org/view/1345766</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ltrc.lsu.edu/pdf/2015/FR_538.pdf" target=3D"_parent">h=
ttp://www.ltrc.lsu.edu/pdf/2015/FR_538.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0111</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Calibrating
  the Mechanistic-Empirical Pavement Design Guide for Kansas</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Kansas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Kansas</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1351428" target=3D"_parent">https://tri=
d.trb.org/view/1351428</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0112</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluation
  of Long-Term Pavement Performance (LTPP) Climatic Data for Use in
  Mechanistic-Empirical Pavement Design Guide(MEPDG) Calibration and Other
  Pavement Analysis</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>AMEC
  Environment and Infrastructure, University of Maryland—College Park</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>42</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1358566" target=3D"_parent">https://tri=
d.trb.org/view/1358566</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.fhwa.dot.gov/publications/research/infrastructure/pave=
ments/ltpp/15019/15019.pdf"
  target=3D"_parent">http://www.fhwa.dot.gov/publications/research/infrastr=
ucture/pavements/ltpp/15019/15019.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D41 style=3D'mso-height-source:userset;height:30.75pt'>
  <td height=3D41 class=3Dxl124 style=3D'height:30.75pt;border-top:none'>R-=
00113</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of a Catalog of Resilient Modulus Values for Aggregate Base for Use With =
the
  Mechanistic-Empirical Pavement Design Guide (MEPDG)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Center for Transportation Innovation and Research<span
  style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1358568" target=3D"_parent">https://tri=
d.trb.org/view/1358568</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/15-r13.pd=
f"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/15-r13.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0114</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Material
  Properties of Cold In-Place Recycled and Full-Depth Reclamation Asphalt
  Concrete for Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Maryland</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Charles
  Schwartz</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$499,234</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1332746" target=3D"_parent">https://tri=
d.trb.org/view/1332746</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0115</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Continued
  Development and Analysis of the Flexible Pavements Databases</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Texas</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Lubinda
  Walubita</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$1,853,291</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>45</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration,
  Design, Performance</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><u style=3D'v=
isibility:
  hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://ctr.utexas.edu/wp-content/uploads/pubs/0_6275_1.pdf"
  target=3D"_parent">http://ctr.utexas.edu/wp-content/uploads/pubs/0_6275_1=
.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0116</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Local Calibration Factors and Design Criteria Values for
  Mechanistic-Empirical Pavement Design<span style=3D'mso-spacerun:yes'> </=
span></td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Center for Transportation Innovation and Research</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1367534" target=3D"_parent">https://tri=
d.trb.org/view/1367534</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/16-r1.pdf"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/16-r1.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0117</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>AASHTO
  MEPDG Regional Peer Exchange Meetings</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Pavement Technology, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Linda
  Pierce</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>General,
  Peer Exchange</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/pavement/dgit/hif15021.pdf" target=3D"_p=
arent">https://www.fhwa.dot.gov/pavement/dgit/hif15021.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0118</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Improvement
  of Michigan Climatic Files in Pavement ME Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Michigan
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Michigan
  Technological University</td>
  <td class=3Dxl111 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Zhangping
  You</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$177,159</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>28</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate,
  Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1372768" target=3D"_parent">https://tri=
d.trb.org/view/1372768</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.michigan.gov/documents/mdot/RC1626_503841_7.pdf"
  target=3D"_parent">http://www.michigan.gov/documents/mdot/RC1626_503841_7=
.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0119</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic-Empirical
  Pavement Design Guide. A Manual of Practice, Second Edition</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>American
  Association of State Highway and Transportation Officials</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1371140" target=3D"_parent">https://tri=
d.trb.org/view/1371140</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0120</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>MEPDG
  Inputs for Warm&#8208;Mix Asphalts</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'><span
  style=3D'mso-spacerun:yes'> </span>North Carolina Department of
  Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>North
  Carolina State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>40</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://connect.ncdot.gov/projects/research/RNAProjDocs/2012-01Fi=
nalReport.pdf"
  target=3D"_parent">https://connect.ncdot.gov/projects/research/RNAProjDoc=
s/2012-01FinalReport.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0121</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Consideration
  of Preservation in Pavement Design and Analysis Procedures</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Pavement Technology, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1366078" target=3D"_parent">https://tri=
d.trb.org/view/1366078</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2210=
8"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D22108</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0122</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Investigation
  of AASHTOWare Pavement ME Design/DARWin-ME Performance Prediction Models =
for
  Iowa Pavement<span style=3D'mso-spacerun:yes'>  </span>Analysis and Desig=
n</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1394753" target=3D"_parent">https://tri=
d.trb.org/view/1394753</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.intrans.iastate.edu/research/documents/research-report=
s/AASHTOWare_performance_prediction_models_w_cvr.pdf"
  target=3D"_parent">http://www.intrans.iastate.edu/research/documents/rese=
arch-reports/AASHTOWare_performance_prediction_models_w_cvr.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0123</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Verification
  of the Enhanced Integrated Climatic Module Soil Subgrade Input Parameters=
 in
  the MEPDG</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Indiana
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Purdue
  University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$131,709</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Climate,
  Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1300138" target=3D"_parent">https://tri=
d.trb.org/view/1300138</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0124</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of DARWin-ME Design Guideline for Louisiana Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Louisiana
  Department of Transportation and Development</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Louisiana
  Transportation Research Center</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>34</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1400752" target=3D"_parent">https://tri=
d.trb.org/view/1400752</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://www.ltrc.lsu.edu/pdf/2016/FR_551.pdf" target=3D"_parent">h=
ttp://www.ltrc.lsu.edu/pdf/2016/FR_551.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0125</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Improved
  Understanding of Pavements Impacts and Cost-Effective Designs Based on
  Mechanistic-Empirical Methods</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Research
  and Innovative Technology Administration</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>Federally
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Wyoming; North Dakota State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'><br>
    Pan Lu; Denver Tolliver; Khaled Ksaibati</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$300,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>48</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Calibration</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1252140" target=3D"_parent">https://tri=
d.trb.org/view/1252140</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.mountain-plains.org/research/projects/downloads/2012_m=
pc_376.pdf"
  target=3D"_parent">http://www.mountain-plains.org/research/projects/downl=
oads/2012_mpc_376.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0126</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Incorporating
  Slab/Underlying Layer Interaction into the MEPDG Concrete Pavement Analys=
is
  Procedures</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Minnesota</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Lev
  Khazanovich</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$449,998</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>45</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1480397" target=3D"_parent">https://tri=
d.trb.org/View/1480397</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2484=
2"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D24842</a></td>
  <td></td>
 </tr>
 <tr height=3D77 style=3D'height:57.6pt'>
  <td height=3D77 class=3Dxl124 style=3D'height:57.6pt;border-top:none'>R-0=
0127</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Nondestructive
  Evaluation of Pavement Structural Condition for Rehabilitation Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Research
  and Innovative Technology Administration; City College of New York</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>Federal
  and University Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Rutgers
  University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Hao
  Wang</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$41,546</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>19</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/view/1319876" target=3D"_parent">https://rip.=
trb.org/view/1319876</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D77 style=3D'height:57.6pt'>
  <td height=3D77 class=3Dxl124 style=3D'height:57.6pt;border-top:none'>R-0=
0128</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'><br>
    Determination of Mechanical Properties for Cement-Treated Aggregate Bas=
e</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Center for Transportation Innovation and Research</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Center for Transportation Innovation and Research</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Sameer
  Shetty;<span style=3D'mso-spacerun:yes'>  </span>Harikrishnan Nair; H Cel=
ik
  Ozyilidirim; Shabbir Hossain</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$303,720</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>48</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1473852" target=3D"_parent">https://tri=
d.trb.org/View/1473852</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.virginiadot.org/vtrc/main/online_reports/pdf/17-r21.pd=
f"
  target=3D"_parent">http://www.virginiadot.org/vtrc/main/online_reports/pd=
f/17-r21.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0129</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Determination
  of Creep Compliance and Indirect Tensile Strength for Mechanistic-Empiric=
al
  Pavement Design Guide</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Research
  and Innovative Technology Administration</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Washington
  State University, Pullman</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Haifang
  Wen</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$60,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>18</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1346274" target=3D"_parent">https://tri=
d.trb.org/view/1346274</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0130</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Improved
  Data for Mechanistic-Empirical Pavement Design for Concrete Pavements</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'><span
  style=3D'mso-spacerun:yes'> </span>North Carolina Department of
  Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>North
  Carolina State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Brett
  Q Tempest</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$229,955</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view.aspx?id=3D1321248" target=3D"_parent">h=
ttps://trid.trb.org/view.aspx?id=3D1321248</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0131</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Quantifying
  the Influence of Geosynthetics on Pavement Performance</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  A&amp;M Research Foundation</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Rong
  Luo</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$600,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/View/1479252" target=3D"_parent">https://tri=
d.trb.org/View/1479252</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2484=
1"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D24841</a></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl124 style=3D'height:14.4pt;border-top:none'>R-0=
0132</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Traffic
  and Data Preparation for AASHTO MEPDG Analysis and Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Various</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>Pooled-Fund</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Various</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Doc
  Zhang</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$426,668</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>60</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration,
  Traffic</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1347121" target=3D"_parent">https://tri=
d.trb.org/view/1347121</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0133</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>A
  Mechanistic-Empirical Model for Top-Down Cracking of Asphalt Pavement Lay=
ers</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  A&amp;M Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Robert
  L. Lytton</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$500,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>31</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Models</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://trid.trb.org/view/1332863" target=3D"_parent">https://tri=
d.trb.org/view/1332863</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0134</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Material Properties for Mechanistic-Empirical Pavement Design in Wyomi=
ng</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Wyoming
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Wyoming</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Kam
  Ng</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$317,759</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>45</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1447176" target=3D"_parent">https://tri=
d.trb.org/View/1447176</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0135</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Proposed
  Enhancements to Pavement ME Design: Improved Consideration of the Influen=
ce
  of Subgrade and Unbound Layers on Pavement Performance</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  A&amp;M Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Robert
  L. Lytton</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$400,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>30</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Mar-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Material</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1331565" target=3D"_parent">https://tri=
d.trb.org/view/1331565</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0136</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Asphalt Concrete Dynamic Modulus in South Carolina</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>South
  Carolina Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Tri-County
  Technical College</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Serji
  N Amirkhanian</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/view/1352019" target=3D"_parent">https://rip.=
trb.org/view/1352019</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0137</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Tack
  Coat Installation Performance Guidelines</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Ju
  Sang Lee; Rebecca S McDaniel</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$276,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>27</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/view/1339682" target=3D"_parent">https://rip.=
trb.org/view/1339682</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0138</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterizing
  Existing Hot-Mix Asphalt Layer Damage for Mechanistic Pavement Rehabilita=
tion
  Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Suri
  Sadasivam</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$249,771</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/view/1370388" target=3D"_parent">https://rip.=
trb.org/view/1370388</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D77 style=3D'height:57.6pt'>
  <td height=3D77 class=3Dxl124 style=3D'height:57.6pt;border-top:none'>R-0=
0139</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Comparison
  between 1993 AASHTO Pavement Design Guide and Mechanistic-Empirical Pavem=
ent
  Design Guide with North Dakota Case Study</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Research
  and Innovative Technology Administration, Federal Highway Administration<=
/td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>North
  Dakota State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Andrew
  <br>
    Bratlien; Pan Lu</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$150,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>48</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/view/1312354" target=3D"_parent">https://rip.=
trb.org/view/1312354</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.mountain-plains.org/research/projects/downloads/2014-=
mpc-459.pdf"
  target=3D"_parent">https://www.mountain-plains.org/research/projects/down=
loads/2014-mpc-459.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0140</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Correlation
  between Resilience Modules (MR) of Soil, Light Weight Deflectometer, and
  Falling Weight Deflectometer (FWD)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'><br>
    Antonio Bobet;<span style=3D'mso-spacerun:yes'>  </span>Tommy E Nantung=
</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$644,210</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>48</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/view/1330435" target=3D"_parent">https://rip.=
trb.org/view/1330435</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0141</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Calibration
  of the MEPDG Performance Models for Flexible Pavements in Idaho</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Idaho
  Transportation Department</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Idaho</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Fouad
  Bayomy</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$370,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-18</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1351402" target=3D"_parent">https://tri=
d.trb.org/view/1351402</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0142</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Characterization
  of Crushed Bases in Wyoming</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded,
  State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'><br>
    University of Wyoming</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Kam
  Ng;<span style=3D'mso-spacerun:yes'>  </span>Khaled Ksaibati</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$64,577</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>26</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-15</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/view/1396079" target=3D"_parent">https://rip.=
trb.org/view/1396079</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://www.dot.state.wy.us/files/live/sites/wydot/files/shared/Pl=
anning/Research/RS02216%20Crushed%20Bases.pdf"
  target=3D"_parent">http://www.dot.state.wy.us/files/live/sites/wydot/file=
s/shared/Planning/Research/RS02216%20Crushed%20Bases.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0143</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Enhancement
  of Mechanistic-Empirical Pavement Design Guide for Roadway Design,
  Construction and Rehabilitation</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Research
  and Innovative Technology Administration</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Wyoming</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Kam
  Ng</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$105,927</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>61</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-18</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1372667" target=3D"_parent">https://tri=
d.trb.org/view/1372667</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td rowspan=3D2 height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-t=
op:none'>R-00144</td>
  <td rowspan=3D2 class=3Dxl76 width=3D534 style=3D'border-top:none;width:4=
00pt'>Performance
  and Load Response of Rigid Pavement Systems, TPF-5(300)</td>
  <td rowspan=3D2 class=3Dxl76 width=3D166 style=3D'border-top:none;width:1=
24pt'>Iowa
  Department of Transportation</td>
  <td rowspan=3D2 class=3Dxl76 width=3D190 style=3D'border-top:none;width:1=
43pt'>Pooled-Fund</td>
  <td rowspan=3D2 class=3Dxl125 width=3D166 style=3D'border-top:none;width:=
125pt'>Iowa
  State University</td>
  <td rowspan=3D2 class=3Dxl125 width=3D149 style=3D'border-top:none;width:=
112pt'>Shad
  Sargand; Tom Cackler</td>
  <td rowspan=3D2 class=3Dxl88 width=3D110 style=3D'border-top:none;width:8=
3pt'>On-Going</td>
  <td rowspan=3D2 class=3Dxl89 width=3D111 style=3D'border-top:none;width:8=
3pt'>$1,770,000</td>
  <td rowspan=3D2 class=3Dxl88 width=3D66 style=3D'border-top:none;width:49=
pt'>60</td>
  <td rowspan=3D2 class=3Dxl128 width=3D93 style=3D'border-top:none;width:7=
0pt'>May-19</td>
  <td rowspan=3D2 class=3Dxl76 width=3D146 style=3D'border-top:none;width:1=
10pt'>Design,
  Materials, Models</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view.aspx?id=3D1346277" target=3D"_parent">h=
ttps://trid.trb.org/view.aspx?id=3D1346277</a></td>
  <td rowspan=3D2 class=3Dxl123 width=3D435 style=3D'border-top:none;width:=
326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl80 width=3D397 style=3D'height:14.4pt;border-to=
p:none;
  border-left:none;width:298pt'><a
  href=3D"http://www.pooledfund.org/Details/Study/544" target=3D"_parent">h=
ttp://www.pooledfund.org/Details/Study/544</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0145</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Effect
  of Geosynthetics on Structural Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Planned</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$600,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design, Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1232159" target=3D"_parent">https://tri=
d.trb.org/View/1232159</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl115></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td rowspan=3D2 height=3D76 class=3Dxl124 style=3D'height:57.6pt;border-t=
op:none'>R-00146</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Standardizing
  Lightweight Deflectometer Measurements for QA and Modulus Determination in
  Unbound Bases and Subgrades</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Various</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>Pooled-Fund</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Various</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$400,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/view/1328357" target=3D"_parent">https://tri=
d.trb.org/view/1328357</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl76 width=3D534 style=3D'height:28.8pt;border-to=
p:none;
  border-left:none;width:400pt'>Cold Temperature Creep Compliance</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Missouri
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Missouri
  University of Science and Technology</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Michael
  Lusher</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$80,174</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>10</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design, Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1487188" target=3D"_parent">https://tri=
d.trb.org/View/1487188</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D96 style=3D'height:72.0pt'>
  <td height=3D96 class=3Dxl124 style=3D'height:72.0pt;border-top:none'>R-0=
0147</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Laboratory
  Data to Determine Impact of Coarse Aggregate Type and Cementitious Materi=
als
  on Design Thickness of PCC Pavements</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Mississippi
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded,
  State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Robert
  L. Varner</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>33</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Dec-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1459227" target=3D"_parent">https://tri=
d.trb.org/View/1459227</a></td>
  <td class=3Dxl80 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'><a
  href=3D"http://mdot.ms.gov/documents/research/Reports/Interim%20and%20Fin=
al%20Reports/State%20Study%20177%20-%20Laboratory%20Data%20to%20Determine%2=
0Impact%20of%20Coarse%20Aggregate%20Type%20and%20Cementitious%20Materials%2=
0on%20Design%20of%20PCC%20Pavements.pdf"
  target=3D"_parent">http://mdot.ms.gov/documents/research/Reports/Interim%=
20and%20Final%20Reports/State%20Study%20177%20-%20Laboratory%20Data%20to%20=
Determine%20Impact%20of%20Coarse%20Aggregate%20Type%20and%20Cementitious%20=
Materials%20on%20Design%20of%20PCC%20Pavements.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td rowspan=3D2 height=3D76 class=3Dxl124 style=3D'height:57.6pt;border-t=
op:none'>R-00148</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Best Practice Implementation Guide for Geosynthetics in Low-Volume
  Pavements</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Transportation Research Council</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Transportation Research Council</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Edward
  Hoppe, M. Hossain, A. Moruza</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>On-Going</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$212,601</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-18</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1427759" target=3D"_parent">https://tri=
d.trb.org/View/1427759</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl76 width=3D534 style=3D'height:28.8pt;border-to=
p:none;
  border-left:none;width:400pt'>MEPDG Traffic Loading Defaults Derived from
  Traffic Pooled<br>
    Fund Study</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1409560" target=3D"_parent">https://tri=
d.trb.org/View/1409560</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"https://www.fhwa.dot.gov/publications/research/infrastructure/pav=
ements/ltpp/13090/13090.pdf"
  target=3D"_parent">https://www.fhwa.dot.gov/publications/research/infrast=
ructure/pavements/ltpp/13090/13090.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0149</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Assessment
  and Simplification of Pavement Environmental Effects Models on Pavement
  Performance</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Planned</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$350,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D93 style=3D'border-top:none;border-left:none;wid=
th:70pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1472756" target=3D"_parent">https://tri=
d.trb.org/View/1472756</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td rowspan=3D2 height=3D76 class=3Dxl124 style=3D'height:57.6pt;border-t=
op:none'>R-00150</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Pavement
  ME Design – Impact of Local Calibration, Foundation Support, and Design a=
nd
  Reliability Thresholds</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>National
  Asphalt Pavement Association</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl113 style=3D'border-top:none;border-left:none'>National Cen=
ter for
  Asphalt <span style=3D'display:none'>Technology</span></td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Nam
  Tran</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Completed</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Local Calibration</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1483162" target=3D"_parent">https://tri=
d.trb.org/View/1483162</a></td>
  <td class=3Dxl123 width=3D435 style=3D'border-top:none;border-left:none;w=
idth:326pt'><a
  href=3D"http://eng.auburn.edu/research/centers/ncat/files/technical-repor=
ts/rep17-08.pdf"
  target=3D"_parent">http://eng.auburn.edu/research/centers/ncat/files/tech=
nical-reports/rep17-08.pdf</a></td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl76 width=3D534 style=3D'height:28.8pt;border-to=
p:none;
  border-left:none;width:400pt'>LTPP Data Analysis: Relationships between
  Material Properties Determined in Field and Laboratory for Untreated
  Materials</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Planned</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$300,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jul-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1472758" target=3D"_parent">https://tri=
d.trb.org/View/1472758</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0151</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>In
  Situ Modulus Measurement Using Automated Plate Load Testing for Statewide
  Mechanistic-Empirical Design Calibration</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Iowa
  State University</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>David
  White</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$125,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-18</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1485618" target=3D"_parent">https://tri=
d.trb.org/View/1485618</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td rowspan=3D2 height=3D96 class=3Dxl124 style=3D'height:72.0pt;border-t=
op:none'>R-00152</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Effect
  of Cold Central Plant Recycled Asphalt Mixture Stockpiling on Mixture
  Performance</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Virginia
  Transportation Research Council</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Virginia
  Transportation Research Council</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Benjamin
  Bowers, Brian Diefenderfer</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$108,053</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>19</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-19</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1481206" target=3D"_parent">https://tri=
d.trb.org/View/1481206</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl76 width=3D534 style=3D'height:43.2pt;border-to=
p:none;
  border-left:none;width:400pt'>Performance Evaluation and Life Cycle Cost
  Analysis of Bonded Concrete Overlays on Asphalt or Composite Pavements and
  Development of Recommended Maintenance and Rehabilitation Procedures</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Planned</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$500,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D93 style=3D'border-top:none;border-left:none;wid=
th:70pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/View/1466750" target=3D"_parent">https://rip.=
trb.org/View/1466750</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0153</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Including
  the Effects of Shrink/Swell and Frost Heave in Mechanistic-Empirical Pave=
ment
  Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>&nbsp;</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Planned</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$500,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl87 width=3D93 style=3D'border-top:none;border-left:none;wid=
th:70pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/View/1466752" target=3D"_parent">https://rip.=
trb.org/View/1466752</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td rowspan=3D2 height=3D96 class=3Dxl124 style=3D'height:72.0pt;border-t=
op:none'>R-00154</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Layer
  Coefficients for NHDOT Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>New
  Hampshire Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of New Hampshre</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Eshan
  Dave</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$150,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Mar-19</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/View/1410958" target=3D"_parent">https://rip.=
trb.org/View/1410958</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl76 width=3D534 style=3D'height:28.8pt;border-to=
p:none;
  border-left:none;width:400pt'>Develop System to Render Mechanistic-Empiri=
cal
  Traffic Data for Pavement Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Texas
  Department of Transporatation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>Texas
  A&amp;M Transportation Institute</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Lubinda
  Walubita</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$199,990</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Aug-18</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/View/1456211" target=3D"_parent">https://rip.=
trb.org/View/1456211</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0155</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Design
  Data for Rigid Pavements in New Mexico</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>University
  Transportation Centers Program</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of New Mexico, Albuquerque</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>R.
  Tarefder</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$175,800</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/View/1420203" target=3D"_parent">https://rip.=
trb.org/View/1420203</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td rowspan=3D2 height=3D96 class=3Dxl124 style=3D'height:72.0pt;border-t=
op:none'>R-00156</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of a Mechanistic-based Design Method for Geosynthetics-reinforced Pavemen=
t on
  Expansive Soils</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>University
  Transportation Centers Program</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA
  Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Oklahoma</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Jay
  Wang</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$68,727</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-17</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/View/1420214" target=3D"_parent">https://rip.=
trb.org/View/1420214</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl76 width=3D534 style=3D'height:43.2pt;border-to=
p:none;
  border-left:none;width:400pt'>Impact of Quarry Gradation on Base Course
  Aggregate Testing and Rutting Model Calibration Phase II</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>North
  Carolina Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl125 width=3D166 style=3D'border-top:none;border-left:none;w=
idth:125pt'>University
  of Illinois, Urbana-Champaign</td>
  <td class=3Dxl125 width=3D149 style=3D'border-top:none;border-left:none;w=
idth:112pt'>Erol
  Tutumluer</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-16</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://rip.trb.org/View/1376587" target=3D"_parent">https://rip.=
trb.org/View/1376587</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl124 style=3D'height:43.2pt;border-top:none'>R-0=
0157</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Proposed
  Enhancements to Pavement ME Design: Improved Consideration of the Influen=
ce
  of Subgrade Soils Susceptible to Shrink/Swell and/or Frost Heave on Pavem=
ent
  Performance</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>Arizona
  State University</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Claudia
  Zapata</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$500,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>33</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-21</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1466752" target=3D"_parent">https://tri=
d.trb.org/View/1466752</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0158</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Structural
  Evaluation of Full-Depth Flexible Pavement Using APT</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Indiana
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>Purdue
  University</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>John
  Haddock</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$200,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>22</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jun-20</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design, Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1494141" target=3D"_parent">https://tri=
d.trb.org/View/1494141</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl124 style=3D'height:28.8pt;border-top:none'>R-0=
0159</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Evaluation
  of Bonded Concrete Overlays on Asphalt Pavements</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>NCE</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Linda
  Pierce</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$500,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Feb-20</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design, Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1466750" target=3D"_parent">https://tri=
d.trb.org/View/1466750</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl103 style=3D'height:28.8pt;border-top:none'>R-0=
0160</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>LTPP
  Data Analysis: Feasibility of Using LTPP Data to Develop Relationships
  Between Laboratory- and Field-Derived Properties of Unbound Materials</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP,
  AASHTO, FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>AMEC
  Foster Wheeler</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Gonzalo
  Rada</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$69,762</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>10</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Apr-19</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design, Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1472758" target=3D"_parent">https://tri=
d.trb.org/View/1472758</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl103 style=3D'height:28.8pt;border-top:none'>R-0=
0161</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Development
  of Mechanistic-Empirical Pavement Design Guide (MEPDG) Inputs for Stone
  Matrix Asphalt (SMA)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>VTRC</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>VTRC</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Harikrishnan
  Nair, Girum Merine</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$98,092</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>16</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-19</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1514104" target=3D"_parent">https://tri=
d.trb.org/View/1514104</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl103 style=3D'height:43.2pt;border-top:none'>R-0=
0162</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>MEPDG
  Traffic Load Spectra for Local, Minor Arterial, Major Collector, and Minor
  Collector Roads</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>Purdue/INDOT</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Yi
  Jiang, Shuo Li, Tommy Nantung</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$175,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>May-20</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Traffic</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1502528" target=3D"_parent">https://tri=
d.trb.org/View/1502528</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl103 style=3D'height:28.8pt;border-top:none'>R-0=
0163</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Application
  of Mechanistic-Empirical Pavement Design Approach into RCC Pavement Thick=
ness
  Design</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA
  Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>LTRC</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Zhong
  Wu</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$319,896</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>30</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Nov-20</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1513148" target=3D"_parent">https://tri=
d.trb.org/View/1513148</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl103 style=3D'height:28.8pt;border-top:none'>R-0=
0164</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Elimination
  of Empirical, Ineffective and Expensive PG Plus Tests to Characterize
  Modified Binders</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>U.S.
  DOT</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>U.S.
  DOT-Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>Arkansas
  State University</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Zahid
  Hossain, Ashraf Elsayed</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$100,331</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>18</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Sep-19</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1505429" target=3D"_parent">https://tri=
d.trb.org/View/1505429</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl103 style=3D'height:28.8pt;border-top:none'>R-0=
0165</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>LTPP
  Data Analysis: Significance of As-Constructed Asphalt Pavement Air Voids =
to
  Pavement Performance</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>NCAT</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Michael
  Heitzman</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$450,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>20</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-20</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Materials,
  Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1472759" target=3D"_parent">https://tri=
d.trb.org/View/1472759</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl103 style=3D'height:43.2pt;border-top:none'>R-0=
0166</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Improved
  Reliability of FWD Tests Results and Correlation with Resilient Modulus</=
td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>Purdue/INDOT</td>
  <td class=3Dxl76 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Antonio
  Bobet</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$225,640</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>14</td>
  <td class=3Dxl126 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Jan-20</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1563541" target=3D"_parent">https://tri=
d.trb.org/View/1563541</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl103 style=3D'height:28.8pt;border-top:none'>R-0=
0167</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Mechanistic
  Characterization of Asphalt Overlays for Pavement Rehabilitation and
  Preservation using Pavement ME Approach</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>FHWA</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>FHWA
  Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>LTRC</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Zhongjie,
  Zhang</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$319,441</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>38</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-21</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1517486" target=3D"_parent">https://tri=
d.trb.org/View/1517486</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl103 style=3D'height:43.2pt;border-top:none'>R-0=
0168</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Investigation
  on Pavement ME Design Reflective Cracking, Faulting, IRI Prediction Model=
s,
  Concrete Overlays Design Tool, and Performance Threshold Levels for Iowa
  Pavement Systems</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>State-Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>Iowa
  State University</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Halil
  Ceylan</td>
  <td class=3Dxl88 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$250,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>38</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-21</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Performance</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1549926" target=3D"_parent">https://tri=
d.trb.org/View/1549926</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl103 style=3D'height:28.8pt;border-top:none'>R-0=
0169</td>
  <td class=3Dxl76 width=3D534 style=3D'border-top:none;border-left:none;wi=
dth:400pt'>Enhancements
  of Climatic Inputs and Related Models for Pavement ME Using LTPP Climate =
Tool
  (MERRA-2)</td>
  <td class=3Dxl76 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:124pt'>NCHRP</td>
  <td class=3Dxl76 width=3D190 style=3D'border-top:none;border-left:none;wi=
dth:143pt'>NCHRP-
  Funded</td>
  <td class=3Dxl93 width=3D166 style=3D'border-top:none;border-left:none;wi=
dth:125pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl94 width=3D149 style=3D'border-top:none;border-left:none;wi=
dth:112pt'>Wouter
  Brink</td>
  <td class=3Dxl87 width=3D110 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>Active</td>
  <td class=3Dxl89 width=3D111 style=3D'border-top:none;border-left:none;wi=
dth:83pt'>$350,000</td>
  <td class=3Dxl88 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>38</td>
  <td class=3Dxl128 width=3D93 style=3D'border-top:none;border-left:none;wi=
dth:70pt'>Oct-21</td>
  <td class=3Dxl76 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Design,
  Climate Modeling</td>
  <td class=3Dxl80 width=3D397 style=3D'border-top:none;border-left:none;wi=
dth:298pt'><a
  href=3D"https://trid.trb.org/View/1472756" target=3D"_parent">https://tri=
d.trb.org/View/1472756</a></td>
  <td class=3Dxl94 width=3D435 style=3D'border-top:none;border-left:none;wi=
dth:326pt'>&nbsp;</td>
  <td></td>
 </tr>
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  <td width=3D166 style=3D'width:124pt'></td>
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  <td width=3D166 style=3D'width:125pt'></td>
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<table border=3D0 cellpadding=3D0 cellspacing=3D0 width=3D2822 style=3D'bor=
der-collapse:
 collapse;table-layout:fixed;width:2116pt'>
 <col class=3Dxl73 width=3D71 style=3D'mso-width-source:userset;mso-width-a=
lt:2531;
 width:53pt'>
 <col class=3Dxl82 width=3D438 style=3D'mso-width-source:userset;mso-width-=
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 width:329pt'>
 <col class=3Dxl82 width=3D273 style=3D'mso-width-source:userset;mso-width-=
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 width:205pt'>
 <col class=3Dxl72 width=3D158 style=3D'mso-width-source:userset;mso-width-=
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 <col class=3Dxl83 width=3D122 style=3D'mso-width-source:userset;mso-width-=
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lt:2958;
 width:62pt'>
 <col class=3Dxl79 width=3D66 style=3D'width:49pt'>
 <col class=3Dxl72 width=3D159 style=3D'mso-width-source:userset;mso-width-=
alt:5660;
 width:119pt'>
 <col class=3Dxl73 width=3D146 style=3D'mso-width-source:userset;mso-width-=
alt:5205;
 width:110pt'>
 <col class=3Dxl73 width=3D126 style=3D'mso-width-source:userset;mso-width-=
alt:4494;
 width:95pt'>
 <col class=3Dxl82 width=3D443 span=3D2 style=3D'mso-width-source:userset;m=
so-width-alt:
 15758;width:332pt'>
 <tr class=3Dxl67 height=3D20 style=3D'mso-height-source:userset;height:15.=
0pt'>
  <td rowspan=3D2 height=3D58 class=3Dxl69 width=3D71 style=3D'height:43.8p=
t;width:53pt'>Unique
  ID</td>
  <td rowspan=3D2 class=3Dxl69 width=3D438 style=3D'width:329pt'>Project Ti=
tle</td>
  <td rowspan=3D2 class=3Dxl69 width=3D273 style=3D'width:205pt'>Sponsoring=
 Agency</td>
  <td rowspan=3D2 class=3Dxl69 width=3D158 style=3D'width:118pt'>Status</td>
  <td rowspan=3D2 class=3Dxl85 width=3D122 style=3D'width:91pt'>Completion =
Date</td>
  <td rowspan=3D2 class=3Dxl69 width=3D294 style=3D'width:221pt'>Contractor=
</td>
  <td rowspan=3D2 class=3Dxl70 width=3D83 style=3D'width:62pt'>Project Cost=
<br>
    (if Available)</td>
  <td rowspan=3D2 class=3Dxl141 width=3D66 style=3D'width:49pt'>Project Dur=
ation
  (months)</td>
  <td rowspan=3D2 class=3Dxl69 width=3D159 style=3D'width:119pt'>Design Pro=
cedures
  Implemented</td>
  <td colspan=3D2 class=3Dxl69 width=3D272 style=3D'border-left:none;width:=
205pt'>Calibration
  Information</td>
  <td rowspan=3D2 class=3Dxl69 width=3D443 style=3D'width:332pt'>Link to TR=
ID Record or
  Project Website</td>
  <td rowspan=3D2 class=3Dxl69 width=3D443 style=3D'width:332pt'>Link to Pr=
oject Report</td>
 </tr>
 <tr class=3Dxl68 height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl69 width=3D146 style=3D'height:28.8pt;border-to=
p:none;
  border-left:none;width:110pt'>Local Calibration</td>
  <td class=3Dxl69 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>Performance
  Model Validated?</td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00001</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementing
  the Mechanistic Empirical Pavement Design Guide: Implementation Plan</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Iowa
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>May-05</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Iowa
  State University<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Yes</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/760470" target=3D"_parent">https://trid=
.trb.org/view/760470</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.ctre.iastate.edu/reports/mepdg_implementation.pdf"
  target=3D"_parent">http://www.ctre.iastate.edu/reports/mepdg_implementati=
on.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00002</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Development
  of Field Data for Effective Implementation of Mechanistic Empirical Pavem=
ent
  Design</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Nebraska
  Department of Roads</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-06</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Nebraska</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/899855" target=3D"_parent">https://trid=
.trb.org/view/899855</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://govdocs.nebraska.gov/epubs/R6000/B016.0138-2009.pdf"
  target=3D"_parent">http://govdocs.nebraska.gov/epubs/R6000/B016.0138-2009=
.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00003</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  Plan for the New Mechanistic-Empirical Pavement Design Guide</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>North
  Carolina Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-06</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>North
  Carolina State University<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Yes</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://connect.ncdot.gov/projects/research/RNAProjDocs/2005-28Fi=
nalReport.pdf"
  target=3D"_parent">https://connect.ncdot.gov/projects/research/RNAProjDoc=
s/2005-28FinalReport.pdf</a></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00004</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Mechanistic-Empirical
  Data Collection Approach for Rigid Pavements</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Oct-06</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Texas</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/886141" target=3D"_parent">https://trid=
.trb.org/view/886141</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://ctr.utexas.edu/wp-content/uploads/pubs/0_5445_1.pdf"
  target=3D"_parent">http://ctr.utexas.edu/wp-content/uploads/pubs/0_5445_1=
.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00005</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the NCHRP 1-37A<br>
    Design Guide Volume 2: Evaluation of Mechanistic-Empirical Design Proce=
dure</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Maryland
  State Highway Administration</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Feb-07</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Maryland</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://sp.design.transportation.org/Documents/MDSHAEvaluationofMe=
chanistic-EmpiricalDeisgnProcedure-Volume2.pdf"
  target=3D"_parent">http://sp.design.transportation.org/Documents/MDSHAEva=
luationofMechanistic-EmpiricalDeisgnProcedure-Volume2.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00006</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Mechanistic-Empirical
  Pavement Design Guide Implementation Plan</td>
  <td class=3Dxl92 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>South
  Dakota Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Oct-07</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Applied
  Pavement Technology, Inc.</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>30</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/850817" target=3D"_parent">https://trid=
.trb.org/view/850817</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.sddot.com/business/research/projects/docs/sd2005-01_Fi=
nal_Report.pdf"
  target=3D"_parent">http://www.sddot.com/business/research/projects/docs/s=
d2005-01_Final_Report.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00007</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Mechanistic-Empirical
  (M-E) Design, Implementation &amp; Monitoring for Flexible Pavements</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Illinois
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-08</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Illinois, Urbana-Champaign</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1256466" target=3D"_parent">https://tri=
d.trb.org/view/1256466</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.coloradodot.info/programs/research/pdfs/2013/mepdg.pdf=
/at_download/file"
  target=3D"_parent">http://www.coloradodot.info/programs/research/pdfs/201=
3/mepdg.pdf/at_download/file<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00008</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Engineering
  Properties of Florida Concrete Mixes for Implementing the AASHTO Recommen=
ded
  Mechanistic-Empirical Rigid Pavement Design Guide</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Florida
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Aug-08</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>FAMU-FSU
  College of Engineering</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>4</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/889113" target=3D"_parent">https://trid=
.trb.org/view/889113</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://diginole.lib.fsu.edu/islandora/object/fsu%3A181669"
  target=3D"_parent">http://diginole.lib.fsu.edu/islandora/object/fsu%3A181=
669<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00009</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the MEPDG for New and Rehabilitated Pavement Structures for Design of
  Concrete and Asphalt Pavements in Minnesota</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Minnesota
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jan-09</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Minnesota</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/884800" target=3D"_parent">https://trid=
.trb.org/view/884800</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.cts.umn.edu/Publications/ResearchReports/reportdetail.=
html?id=3D1734"
  target=3D"_parent">http://www.cts.umn.edu/Publications/ResearchReports/re=
portdetail.html?id=3D1734<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00010</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Mechanistic-Empirical
  Design Concepts for Continuously Reinforced Concrete Pavements in Illinoi=
s</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Illinois
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Apr-09</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Illinois</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>42</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/902086" target=3D"_parent">https://trid=
.trb.org/view/902086</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/16716" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/16716</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00011</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the 2002 AASHTO Design Guide for Pavement Structures in KDOT</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Kansas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>May-09</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Kansas
  State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>60</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/879896" target=3D"_parent">https://trid=
.trb.org/view/879896</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/16652" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/16652</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00012</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the 2002 AASHTO Design Guide for Pavement Structures in KDOT, Part-II:
  Asphalt Concrete Pavements</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Kansas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>May-09</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Kansas
  State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>66</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/898734" target=3D"_parent">https://trid=
.trb.org/view/898734</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00013</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'><br>
    Development of Field Data for Effective Implementation of Mechanistic
  Empirical Pavement Design Procedure</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Nebraska
  Department of Roads</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-09</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Nebraska</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1239504" target=3D"_parent">https://tri=
d.trb.org/view/1239504</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://roads.nebraska.gov/media/5714/final-report-p300.pdf"
  target=3D"_parent">http://roads.nebraska.gov/media/5714/final-report-p300=
.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00014</td>
  <td class=3Dxl98 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Engineering
  Properties of Stabilized Subgrade Soils for Implementation of the AASHTO =
2002
  Pavement Design Guide</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Oklahoma
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-09</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Oklahoma<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Subgrade
  Soil</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Yes</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1103946" target=3D"_parent">https://tri=
d.trb.org/view/1103946</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.okladot.state.ok.us/hqdiv/p-r-div/spr-rip/library/repo=
rts/fhwa-ok0810.pdf"
  target=3D"_parent">http://www.okladot.state.ok.us/hqdiv/p-r-div/spr-rip/l=
ibrary/reports/fhwa-ok0810.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00015</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the Mechanistic-Empirical Pavement Design Guide in Utah: Validation,
  Calibration, and Development of the UDOT MEPDG User's Guide</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Utah
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Oct-09</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>45</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/907075" target=3D"_parent">https://trid=
.trb.org/view/907075</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www2.udot.utah.gov/main/uconowner.gf?n=3D9882514332093468"
  target=3D"_parent">http://www2.udot.utah.gov/main/uconowner.gf?n=3D988251=
4332093468<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00016</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Guidance
  for M-E Pavement Design Implementation</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Alabama
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jan-10</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Auburn
  University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Yes</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/915877" target=3D"_parent">https://trid=
.trb.org/view/915877</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.eng.auburn.edu/users/timmdav/ALDOT_930-685.pdf"
  target=3D"_parent">http://www.eng.auburn.edu/users/timmdav/ALDOT_930-685.=
pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00017</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Instrumentation
  for Mechanistic Design Implementation</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Oregon
  Transportation Research and Education Consortium</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Feb-10</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Oregon
  State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>15</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/934614" target=3D"_parent">https://trid=
.trb.org/view/934614</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://pdxscholar.library.pdx.edu/trec_reports/99/" target=3D"_pa=
rent">http://pdxscholar.library.pdx.edu/trec_reports/99/<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00018</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Mechanistic-Empirical
  Pavement Design Guide Implementation</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>South
  Carolina Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-10</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of South Carolina</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1220259" target=3D"_parent">https://tri=
d.trb.org/view/1220259</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/25115" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/25115</a></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00019</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Caltrans
  Mechanistic-Empirical (ME) Design - Implementation</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>California
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Oct-10</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of California</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$2,010,887</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>53</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1234495" target=3D"_parent">https://tri=
d.trb.org/view/1234495</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00020</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Evaluation
  of Current Louisiana Flexible Pavement Structures Using PMS Data and New =
M-E
  Pavement Design Guide</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Louisiana
  Transportation Research Center</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-11</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Louisiana
  Transportation Research Center</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$220,192</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>24</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1141792" target=3D"_parent">https://tri=
d.trb.org/View/1141792</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.ltrc.lsu.edu/pdf/2012/fr_482.pdf" target=3D"_parent">h=
ttp://www.ltrc.lsu.edu/pdf/2012/fr_482.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00021</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Preparation
  for Implementation of the Mechanistic-Empirical Pavement Design Guide in
  Michigan: Part 1-HMA Mixture Characterization</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Michigan
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Mar-13</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Michigan
  State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>39</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1247913" target=3D"_parent">https://tri=
d.trb.org/view/1247913</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.michigan.gov/documents/mdot/MDOT_RC-1593_417976_7.pdf"
  target=3D"_parent">http://www.michigan.gov/documents/mdot/MDOT_RC-1593_41=
7976_7.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00022</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Preparation
  for Implementation of the Mechanistic-Empirical Pavement Design Guide in
  Michigan Part 2: Evaluation of Rehabilitation Fixes</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Michigan
  Department of Transportation<span style=3D'mso-spacerun:yes'> </span></td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Aug-13</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Michigan
  State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1261181" target=3D"_parent">https://tri=
d.trb.org/view/1261181</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.michigan.gov/documents/mdot/RC-1594_Part_1_432752_7.pd=
f"
  target=3D"_parent">http://www.michigan.gov/documents/mdot/RC-1594_Part_1_=
432752_7.pdf</a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00023</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Preparation
  for Implementation of the Mechanistic-Empirical Pavement Design Guide in
  Michigan Part 3: Local Calibration and Validation of Performance Models</=
td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Michigan
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Nov-11</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Michigan
  State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>37</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1343694" target=3D"_parent">https://tri=
d.trb.org/view/1343694</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.michigan.gov/documents/mdot/RC-1595_478371_7.pdf"
  target=3D"_parent">http://www.michigan.gov/documents/mdot/RC-1595_478371_=
7.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00024</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the MEPDG for Flexible Pavements in Idaho</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Idaho
  Transportation Department<br>
    </td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>May-12</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Idaho</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1147512" target=3D"_parent">https://tri=
d.trb.org/view/1147512</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/24445" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/24445</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00025</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Local
  Calibration of the MEPDG</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Arkansas
  State Highway and Transportation Department</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Jun-13</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>University of
  Arkansas</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$459,188</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>48</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1329726" target=3D"_parent">https://tri=
d.trb.org/View/1329726</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00026</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the AASHTO Mechanistic-Empirical Pavement Design Guide for Colorado</t=
d>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Colorado
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jul-13</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view.aspx?id=3D1256466" target=3D"_parent">h=
ttps://trid.trb.org/view.aspx?id=3D1256466</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.coloradodot.info/programs/research/pdfs/2013/mepdg.pdf=
/at_download/file"
  target=3D"_parent">http://www.coloradodot.info/programs/research/pdfs/201=
3/mepdg.pdf/at_download/file</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00027</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Road
  Map for Implementing the AASHTO Pavement ME Design Software for the Idaho
  Transportation Department</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Idaho
  Transportation Department</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Apr-14</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>12</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1316822" target=3D"_parent">https://tri=
d.trb.org/view/1316822</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00028</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Mechanistic-Empirical
  Design, Implementation &amp; Monitoring for Rigid Pavements</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Illinois
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-14</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Illinois, Urbana-Champaign</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$488,674</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1249103" target=3D"_parent">https://tri=
d.trb.org/view/1249103</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://apps.ict.illinois.edu/projects/getfile.asp?id=3D3120"
  target=3D"_parent">https://apps.ict.illinois.edu/projects/getfile.asp?id=
=3D3120<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00029</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Data
  Preparation for Implementing DARWin-ME</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Arkansas
  State Highway and Transportation Department</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jul-14</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Arkansas</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$424,262</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>36</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1329719" target=3D"_parent">https://tri=
d.trb.org/view/1329719</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00030</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Calibration
  and Implementation of the AASHTO Mechanistic&#8208;Empirical Pavement Des=
ign
  Guide in Arizona</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Arizona
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Sep-14</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>48</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Yes</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1323581" target=3D"_parent">https://tri=
d.trb.org/view/1323581</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://apps.azdot.gov/ADOTLibrary/publications/project_reports/P=
DF/AZ606.pdf"
  target=3D"_parent">https://apps.azdot.gov/ADOTLibrary/publications/projec=
t_reports/PDF/AZ606.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00031</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  and Local Calibration of the MEPDG Transfer Functions in Wyoming</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Wyoming
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Sep-14</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Applied
  Research Associates, Inc.</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>81</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1407342" target=3D"_parent">https://tri=
d.trb.org/view/1407342</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rosap.ntl.bts.gov/view/dot/29562" target=3D"_parent">http=
s://rosap.ntl.bts.gov/view/dot/29562</a></td>
 </tr>
 <tr height=3D62 style=3D'mso-height-source:userset;height:46.5pt'>
  <td height=3D62 class=3Dxl81 width=3D71 style=3D'height:46.5pt;border-top=
:none;
  width:53pt'>I-00032</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Development
  and Implementation of a Mechanistic and Empirical Pavement Design Guide
  (MEPDG) for Rigid Pavements</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Oklahoma
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Oct-14</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Oklahoma
  State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$269,248</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>25</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Yes</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1363436" target=3D"_parent">https://tri=
d.trb.org/view/1363436</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://l92018.eos-intl.net/elibsql16_L92018_Documents/FHWA-OK-14-=
13%202208%20Ley.pdf"
  target=3D"_parent">http://l92018.eos-intl.net/elibsql16_L92018_Documents/=
FHWA-OK-14-13%202208%20Ley.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00033</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of a Texas Mechanistic-Empirical Thickness Design System (TxME)</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Dec-14</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Texas
  A&amp;M Transportation Institute</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$728,210</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>34</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1302792" target=3D"_parent">https://tri=
d.trb.org/View/1302792</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00034</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the AASHTO Mechanistic-Empirical Pavement Design Guide and Software</t=
d>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Dec-14</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Applied
  Pavement Technology, Inc.</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$40,000</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>22</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1306685" target=3D"_parent">https://tri=
d.trb.org/view/1306685</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://www.nap.edu/login.php?action=3Dguest&amp;record_id=3D2240=
6"
  target=3D"_parent">https://www.nap.edu/login.php?action=3Dguest&amp;recor=
d_id=3D22406<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00035</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Understanding
  Mechanistic-Empirical Pavement Design Guide (MEPDG) for North Dakota
  Implementation</td>
  <td class=3Dxl92 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Research
  and Innovative Technology Administration</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Dec-14</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>North
  Dakota State University</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>Yes</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1340557" target=3D"_parent">https://tri=
d.trb.org/view/1340557</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.mountain-plains.org/pubs/pdf/MPC14-274.pdf" target=3D"=
_parent">http://www.mountain-plains.org/pubs/pdf/MPC14-274.pdf<span
  style=3D'mso-spacerun:yes'> </span></a></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00036</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Mechanistic
  Empirical Pavement Design guide (MEPDG) Implementation</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Kentucky
  Transportation Cabinet</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Jun-15</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>University of
  Kentucky</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$150,000</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>12</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Flexible, Rig=
id</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1328228" target=3D"_parent">https://tri=
d.trb.org/View/1328228</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00037</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Preparation
  of the Implementation Plan of AASHTO Mechanistic-Empirical Pavement Design
  Guide (M-EPDG) in Connecticut</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Connecticut
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jun-16</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Connecticut</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>&nbsp;</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view.aspx?id=3D1416279" target=3D"_parent">h=
ttps://trid.trb.org/view.aspx?id=3D1416279<span
  style=3D'mso-spacerun:yes'> </span></a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.ct.gov/dot/lib/dot/documents/dresearch/SPR-2274_Final_=
9-25-14.pdf"
  target=3D"_parent">http://www.ct.gov/dot/lib/dot/documents/dresearch/SPR-=
2274_Final_9-25-14.pdf</a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00038</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Preparation
  of the Implementation Plan of AASHTO Mechanistic-Empirical Pavement Design
  Guide (M-EPDG) in Connecticut: Phase II – Expanded Sensitivity Analysis</=
td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Connecticut
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Feb-17</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Connecticut</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$203,361</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>18</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1457026" target=3D"_parent">https://tri=
d.trb.org/View/1457026</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.ct.gov/dot/lib/dot/documents/dresearch/CT-2293-F-17-1.=
pdf"
  target=3D"_parent">http://www.ct.gov/dot/lib/dot/documents/dresearch/CT-2=
293-F-17-1.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00039</td>
  <td class=3Dxl94 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Development
  and Implementation of a Mechanistic and Empirical Pavement Design Guide
  (MEPDG) for Rigid Pavements - Phase 3</td>
  <td class=3Dxl93 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Oklahoma
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Sep-16</td>
  <td class=3Dxl93 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Oklahoma
  State University</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$96,685</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>21</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Rigid</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1328735" target=3D"_parent">https://tri=
d.trb.org/View/1328735</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00040</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>MEPD
  Implementation (Validation/Model Calibration/Acceptable Distress Target/I=
RI
  Failure Trigger/Thermal Selection/Binder Selection) and Climate Data
  Generation</td>
  <td class=3Dxl93 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Jun-17</td>
  <td class=3Dxl93 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Purdue
  University/Indiana Department of Transportation</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$151,445</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>48</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1251891" target=3D"_parent">https://tri=
d.trb.org/View/1251891</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00041</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Calibration
  of the MEPDG Performance Models for Flexible Pavements in Idaho</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Idaho
  Transportation Department</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Apr-18</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>University of=
 Idaho</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$370,000</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>36</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Flexible</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1351402" target=3D"_parent">https://tri=
d.trb.org/View/1351402</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00042</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Implementation
  of the AASHTO Mechanistic-Empirical Design Guide for Pavement Rehabilitat=
ion
  Design</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Pooled-Fund</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Dec-18</td>
  <td class=3Dxl97 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>Various</td>
  <td class=3Dxl89 width=3D83 style=3D'border-top:none;border-left:none;wid=
th:62pt'>$1,255,000</td>
  <td class=3Dxl96 width=3D66 style=3D'border-top:none;border-left:none;wid=
th:49pt'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Composite, Rigid</td>
  <td class=3Dxl88 width=3D146 style=3D'border-top:none;border-left:none;wi=
dth:110pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D126 style=3D'border-top:none;border-left:none;wi=
dth:95pt'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/view/1351265" target=3D"_parent">https://tri=
d.trb.org/view/1351265</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00043</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Development
  of a Master Plan for Calibration and Implementation of the M-E Design Gui=
de</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Arkansas
  State Highway and Transportation Department</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>University of
  Arkansas</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$222,755</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1329733" target=3D"_parent">https://tri=
d.trb.org/View/1329733</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00044</td>
  <td class=3Dxl114 width=3D438 style=3D'border-top:none;border-left:none;w=
idth:329pt'>Regional
  and National Implementation and Coordination of ME Design</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Various</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Various</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$650,000</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1366529" target=3D"_parent">https://tri=
d.trb.org/View/1366529</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.pooledfund.org/Details/Study/549" target=3D"_parent">h=
ttp://www.pooledfund.org/Details/Study/549</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00045</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Building
  Accurate Historic and Future Climate MEPDG Input Files for Louisiana DOTD=
</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Louisiana
  Department of Transportation and Development</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Feb-17</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>National Cent=
er for
  Asphalt Technology</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>65</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1459003" target=3D"_parent">https://tri=
d.trb.org/View/1459003</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.ltrc.lsu.edu/pdf/2017/FR_574.pdf" target=3D"_parent">h=
ttp://www.ltrc.lsu.edu/pdf/2017/FR_574.pdf</a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl81 width=3D71 style=3D'height:43.2pt;border-top=
:none;
  width:53pt'>I-00046</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Development
  of a Simplified Flexible Pavement Design Protocol for New York State
  Department of Transportation Based on the AASHTO Mechanistic-Empirical
  Pavement Design Guide</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Kansas
  Department of Transportation</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Jan-17</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>University of=
 Texas
  at Arlington</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>150</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Flexible</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1451121" target=3D"_parent">https://tri=
d.trb.org/View/1451121</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00047</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Improvement
  of Climate Data for Use in MEPDG Calibration and Other Pavement Analysis<=
/td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Georgia
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Sep-18</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$150,000</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>24</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1426383" target=3D"_parent">https://tri=
d.trb.org/View/1426383</a></td>
  <td class=3Dxl76 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'>&nbsp;</td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00048</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Development
  of MEPDG Input Database for Asphalt Mixtures</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Georgia
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Oct-17</td>
  <td class=3Dxl76 width=3D294 style=3D'border-top:none;border-left:none;wi=
dth:221pt'>University
  of Georgia, Kennesaw State University</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$227,322</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>15</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Flexible</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1418750" target=3D"_parent">https://tri=
d.trb.org/View/1418750</a></td>
  <td class=3Dxl76 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'>&nbsp;</td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td rowspan=3D2 height=3D76 class=3Dxl81 width=3D71 style=3D'height:57.6p=
t;border-top:
  none;width:53pt'>I-00049</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Calibration
  of the AASHTO Pavement Design Guide to South Carolina Conditions - Phase =
I</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>South
  Carolina Department of Transportation</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Completed</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jul-16</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>University of=
 South
  Carolina</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>36</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1421191" target=3D"_parent">https://tri=
d.trb.org/View/1421191</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://www.scdot.scltap.org/wp-content/uploads/2016/08/SPR-708-Fi=
nal-Report.pdf"
  target=3D"_parent">http://www.scdot.scltap.org/wp-content/uploads/2016/08=
/SPR-708-Final-Report.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl76 width=3D438 style=3D'height:28.8pt;border-to=
p:none;
  border-left:none;width:329pt'>Calibration of the AASHTO Pavement Design G=
uide
  to South Carolina Conditions - Phase II</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>South
  Carolina Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl95 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>Jul-21</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>University of=
 South
  Carolina</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>48</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rip.trb.org/View/1471233" target=3D"_parent">https://rip.=
trb.org/View/1471233</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00050</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>MEPDG
  Local Calibration</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Missouri
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Aug-17</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Rao Research =
and
  Consulting</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$250,000</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>16</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Flexible</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rip.trb.org/View/1420483" target=3D"_parent">https://rip.=
trb.org/View/1420483</a></td>
  <td class=3Dxl76 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'>&nbsp;</td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00051</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Pavement
  ME Design – A Summary of Local Calibration Efforts for Flexible Pavements=
</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>National
  Asphalt Pavement Association</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Aug-17</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>National Cent=
er for
  Asphalt Technology</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Flexible</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1480168" target=3D"_parent">https://tri=
d.trb.org/View/1480168</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://eng.auburn.edu/research/centers/ncat/files/technical-repor=
ts/rep17-07.pdf"
  target=3D"_parent">http://eng.auburn.edu/research/centers/ncat/files/tech=
nical-reports/rep17-07.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00052</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Prep-ME
  Software Implementation and Enhancement</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Louisiana
  Department of Transportation and Development</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Sep-17</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Oklahoma State
  University</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>23</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1484670" target=3D"_parent">https://tri=
d.trb.org/View/1484670</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><u
  style=3D'visibility:hidden;mso-ignore:visibility'>&nbsp;</u></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00053</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Unbound
  Material Characterization for Pavement ME Implementation in Idaho</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Idaho
  Department of Transporataion</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Planned</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rip.trb.org/View/1416972" target=3D"_parent">https://rip.=
trb.org/View/1416972</a></td>
  <td class=3Dxl76 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'>&nbsp;</td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00054</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Portland
  Cement Concrete Material Characterization for Pavement ME Design
  Implementation in Idaho</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Idaho
  Department of Transporataion</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Jun-17</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Washington St=
ate
  University</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Rigid</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1504024" target=3D"_parent">https://tri=
d.trb.org/View/1504024</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://apps.itd.idaho.gov/apps/research/Completed/RP253.pdf"
  target=3D"_parent">http://apps.itd.idaho.gov/apps/research/Completed/RP25=
3.pdf</a></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00055</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Field
  Implementation for the TxME in Four Districts</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>Texas
  Department of Transportation</td>
  <td class=3Dxl76 width=3D158 style=3D'border-top:none;border-left:none;wi=
dth:118pt'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Aug-18</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Texas A&amp;M
  Transportation Institute</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$647,350</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>36</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://rip.trb.org/View/1359584" target=3D"_parent">https://rip.=
trb.org/View/1359584</a></td>
  <td class=3Dxl76 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'>&nbsp;</td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00056</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Pavement
  ME Design – Impact of Local Calibration, Foundation Support, and Design a=
nd
  Reliability Thresholds</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>National
  Asphalt Pavement Association</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Completed</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Sep-17</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>National Cent=
er for
  Asphalt Technology</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Flexible</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>Yes</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1483162" target=3D"_parent">https://tri=
d.trb.org/View/1483162</a></td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"http://eng.auburn.edu/research/centers/ncat/files/technical-repor=
ts/rep17-08.pdf"
  target=3D"_parent">http://eng.auburn.edu/research/centers/ncat/files/tech=
nical-reports/rep17-08.pdf</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl81 width=3D71 style=3D'height:28.8pt;border-top=
:none;
  width:53pt'>I-00057</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Developing
  Implementable Climatic Input Data and Moisture Boundary Conditions for
  Pavement Analysis and Design</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>U.S.
  Department of Transportation</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Sep-19</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Oklahoma State
  University</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$57,000</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>12</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>N/A</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1505435" target=3D"_parent">https://tri=
d.trb.org/View/1505435</a></td>
  <td class=3Dxl76 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'>&nbsp;</td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl81 width=3D71 style=3D'height:14.4pt;border-top=
:none;
  width:53pt'>I-00058</td>
  <td class=3Dxl76 width=3D438 style=3D'border-top:none;border-left:none;wi=
dth:329pt'>Pavement
  Design for Local Roads and Streets</td>
  <td class=3Dxl76 width=3D273 style=3D'border-top:none;border-left:none;wi=
dth:205pt'>U.S.
  Department of Transportation</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>On-Going</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Sep-19</td>
  <td class=3Dxl99 style=3D'border-top:none;border-left:none'>Cornell Local=
 Roads
  Program</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$97,174</td>
  <td class=3Dxl102 style=3D'border-top:none;border-left:none'>12</td>
  <td class=3Dxl76 width=3D159 style=3D'border-top:none;border-left:none;wi=
dth:119pt'>Flexible,
  Rigid</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl80 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'><a
  href=3D"https://trid.trb.org/View/1564728" target=3D"_parent">https://tri=
d.trb.org/View/1564728</a></td>
  <td class=3Dxl76 width=3D443 style=3D'border-top:none;border-left:none;wi=
dth:332pt'>&nbsp;</td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
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  <td class=3Dxl72></td>
  <td class=3Dxl83></td>
  <td class=3Dxl72></td>
  <td class=3Dxl74></td>
  <td class=3Dxl79></td>
  <td class=3Dxl72></td>
  <td class=3Dxl73></td>
  <td class=3Dxl73></td>
  <td class=3Dxl82 width=3D443 style=3D'width:332pt'></td>
  <td class=3Dxl82 width=3D443 style=3D'width:332pt'></td>
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<body link=3Dblue vlink=3Dpurple>

<table border=3D0 cellpadding=3D0 cellspacing=3D0 width=3D1685 style=3D'bor=
der-collapse:
 collapse;table-layout:fixed;width:1262pt'>
 <col width=3D69 style=3D'mso-width-source:userset;mso-width-alt:2446;width=
:52pt'>
 <col width=3D415 style=3D'mso-width-source:userset;mso-width-alt:14762;wid=
th:311pt'>
 <col width=3D86 style=3D'mso-width-source:userset;mso-width-alt:3043;width=
:64pt'>
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 <tr height=3D62 style=3D'mso-height-source:userset;height:46.5pt'>
  <td height=3D62 class=3Dxl69 width=3D69 style=3D'height:46.5pt;width:52pt=
'>Unique ID</td>
  <td class=3Dxl69 width=3D415 style=3D'border-left:none;width:311pt'>Resea=
rch Title</td>
  <td class=3Dxl69 width=3D86 style=3D'border-left:none;width:64pt'>Study F=
ocus</td>
  <td class=3Dxl70 width=3D122 style=3D'border-left:none;width:91pt'>Estima=
ted Budget</td>
  <td class=3Dxl69 width=3D112 style=3D'border-left:none;width:84pt'>Estima=
ted
  Duration (months)</td>
  <td class=3Dxl85 width=3D87 style=3D'border-left:none;width:65pt'>Date Po=
sted</td>
  <td class=3Dxl85 width=3D100 style=3D'border-left:none;width:75pt'>Date M=
odified</td>
  <td class=3Dxl69 width=3D414 style=3D'border-left:none;width:310pt'>Perso=
nnel/
  Organization Developing RNS</td>
  <td class=3Dxl69 width=3D280 style=3D'border-left:none;width:210pt'>Link =
to RNS</td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0001</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Characterization
  of Cementitiously Stabilized Materials for the New Mechanistic-Empirical
  Pavement Design Guide (MEPDG)</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>&nbsp;</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Dec-06</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Jun-14</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFS80, Cementitious Stabilization</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D12639" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D12639</a></td>
 </tr>
 <tr height=3D19 style=3D'height:14.4pt'>
  <td height=3D19 class=3Dxl104 width=3D69 style=3D'height:14.4pt;border-to=
p:none;
  width:52pt'>Q-0002</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Evaluation
  of Geosynthetic Interaction for Pavements</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>$350,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Dec-06</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Jan-11</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFS70, Geosynthetics</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D12632" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D12632</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0003</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Climatic
  Issues: Performance Models for Pavements Subjected to Seasonal Frost Acti=
on</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Climate,
  Models</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>$250,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>30</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Dec-06</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Apr-07</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFP50, Frost Action</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D12514" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D12514</a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl104 width=3D69 style=3D'height:43.2pt;border-to=
p:none;
  width:52pt'>Q-0004</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>An
  Assessment of the Quality of Vehicle Classification Data and a Demonstrat=
ion
  of How It Can be Measured and Improved to Support the Mechanistic-Empiric=
al
  Pavement Design Guide</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Traffic</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>$150,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>12</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Jun-07</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Jun-07</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: ABJ35, Highway Traffic Monitoring</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D13465" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D13465</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0005</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Validation
  of the Drainage Component of the Enhanced Integrated Climatic Model</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Climate</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>$300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Sep-09</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Sep-09</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFS60, Subsurface Drainage</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D23425" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D23425</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0006</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Determine
  the Effect of Construction Factors on Concrete Pavement Design Parameters=
</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&nbsp;</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>&nbsp;</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Nov-10</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>May-13</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD50, Design and Rehabilitation of Concrete Pavements</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D27485" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D27485</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl116 width=3D69 style=3D'height:28.8pt;width:52p=
t'>Q-0007</td>
  <td class=3Dxl117 width=3D415 style=3D'border-left:none;width:311pt'>MEPD=
G –
  Linking Pavement Design Assumptions and Asphalt Quality Assurance</td>
  <td class=3Dxl117 width=3D86 style=3D'border-left:none;width:64pt'>Design=
</td>
  <td class=3Dxl118 width=3D122 style=3D'border-left:none;width:91pt'>&gt; =
$300,000</td>
  <td class=3Dxl127 width=3D112 style=3D'border-left:none;width:84pt'>24 - =
36</td>
  <td class=3Dxl119 width=3D87 style=3D'border-left:none;width:65pt'>Jan-14=
</td>
  <td class=3Dxl119 width=3D100 style=3D'border-left:none;width:75pt'>Jan-1=
4</td>
  <td class=3Dxl117 width=3D414 style=3D'border-left:none;width:310pt'>TRB =
Committee:
  AFD60, Flexible Pavement Design</td>
  <td class=3Dxl120 width=3D280 style=3D'border-left:none;width:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D36003" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D36003</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0008</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Enhancing
  DARWin ME to Design Pavements with thin Asphalt Surface Layers</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Jan-14</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Jan-14</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD60, Flexible Pavement Design</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D36000" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D36000</a></td>
 </tr>
 <tr height=3D77 style=3D'height:57.6pt'>
  <td height=3D77 class=3Dxl104 width=3D69 style=3D'height:57.6pt;border-to=
p:none;
  width:52pt'>Q-0009</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Development
  of Mechanistic-Empirical Pavement Design Criteria to Accommodate the
  Stabilization Mechanism and Life-Cycle Behavior/Performance of Asphalt
  combined with Portland Cement when used in New Construction and Full-Depth
  Reclamation</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Jan-14</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Jan-14</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFS90, Chemical, Mechanical, and Asphalt Stabilization</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D35941" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D35941</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0010</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Develop
  Guidelines for the Design and Construction of Ultra-Thin Asphalt Concrete
  Overlays</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Jan-14</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Jan-14</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD60, Flexible Pavement Design</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D36001" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D36001</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0011</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Calibration
  of Mechanistic-based Pavement Design Models Using More Accurate Field
  Measurements</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Models</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Feb-14</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Mar-14</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD20, Pavement Monitoring and Evaluation+H12</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D36061" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D36061</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0012</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Development
  of Mechanistic-Empirical Pavement Design Criteria for Pavement Rehabilita=
tion
  using Full-Depth Reclamation</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Feb-15</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Feb-15</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFS90, Chemical, Mechanical, and Asphalt Stabilization</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D39169" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D39169</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0013</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Improved
  Rutting Prediction of Unbound Granular Materials for Mechanistic-Empirical
  Pavement Design</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Models</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Feb-15</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>May-15</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFP70, Mineral Aggregates</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D39167" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D39167</a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl104 width=3D69 style=3D'height:43.2pt;border-to=
p:none;
  width:52pt'>Q-0014</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Development
  of a Permanent Deformation Test Procedure for Evaluating Rutting Potentia=
ls
  of Pavement Granular Base/Subbase Layers</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Mar-15</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>May-15</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFP70, Mineral Aggregates</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D39177" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D39177</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0015</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Key
  Fracture Properties of Asphalt Mixtures Related to Pavement Top-Down
  Longitudinal Cracking Performance Models</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>&gt;
  36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Jan-16</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Jan-16</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFK50, Characteristics of Bituminous Paving Mixtures to Meet
  Structural Requirements</td>
  <td class=3Dxl80 width=3D280 style=3D'border-top:none;border-left:none;wi=
dth:210pt'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D40556" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D40556</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0016</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Developing
  a More Mechanistic Approach for Designing Concrete Pavements and Their
  Supporting Layers</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials,
  Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl95 width=3D87 style=3D'border-top:none;border-left:none;wid=
th:65pt'>Mar-17</td>
  <td class=3Dxl95 width=3D100 style=3D'border-top:none;border-left:none;wi=
dth:75pt'>Mar-17</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD50, Design and Rehabilitation of Concrete Pavements</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D41499" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D41499</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl116 width=3D69 style=3D'height:28.8pt;width:52p=
t'>Q-0017</td>
  <td class=3Dxl117 width=3D415 style=3D'border-left:none;width:311pt'>Unif=
ied Model
  for Shrink/Swell and Frost Heave for Pavement Design</td>
  <td class=3Dxl117 width=3D86 style=3D'border-left:none;width:64pt'>Materi=
als,
  Design</td>
  <td class=3Dxl118 width=3D122 style=3D'border-left:none;width:91pt'>&gt; =
$300,000</td>
  <td class=3Dxl127 width=3D112 style=3D'border-left:none;width:84pt'>24 - =
36</td>
  <td class=3Dxl121 style=3D'border-left:none'>Jun-16</td>
  <td class=3Dxl121 style=3D'border-left:none'>Jun-16</td>
  <td class=3Dxl117 width=3D414 style=3D'border-left:none;width:310pt'>Joint
  Technical Committee on Pavements</td>
  <td class=3Dxl122 style=3D'border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D40905" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D40905</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0018</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Optimized
  Flexible Pavement Structure – Maximizing Life and Reducing Life Cycle Cos=
ts</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Jan-14</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Jan-14</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD60, Flexible Pavement Design</td>
  <td class=3Dxl105 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D36002" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D36002</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0019</td>
  <td class=3Dxl125 width=3D415 style=3D'border-top:none;border-left:none;w=
idth:311pt'>Unbound
  Aggregate Layer Contamination Determination</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials,
  Design</td>
  <td class=3Dxl106 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl107 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Mar-13</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Apr-13</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFS70, Geosynthetics</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D33850" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D33850</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0020</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Development
  of a Manual on Recommended Practice for Measuring the Response of Pavement
  Structures</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Design</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$400,000</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>24</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Mar-07</td>
  <td class=3Dxl100 style=3D'border-top:none;border-left:none'>Apr-07</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD40, Full-Scale and Accelerated Pavement Testing</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D13126" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D13126</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0021</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Optimizing
  Drainability While Maintaining Stability of Aggregate Base Courses</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials,
  Design</td>
  <td class=3Dxl101 style=3D'border-top:none;border-left:none'>$300,000</td>
  <td class=3Dxl103 style=3D'border-top:none;border-left:none'>18</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Dec-06</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Apr-07</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFS70, Geosynthetics</td>
  <td class=3Dxl90 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D12631" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D12631</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0022</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Climatic
  Issues: Performance Models for Pavements Subjected to Seasonal Frost Acti=
on</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Models</td>
  <td class=3Dxl106 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl109 style=3D'border-top:none;border-left:none'>&nbsp;</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Dec-06</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Apr-07</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFP50, Frost Action</td>
  <td class=3Dxl105 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D12514" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D12514</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0023</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Influence
  of Asphalt Mixture Aggregate Structure on Asphalt Pavement Performance</t=
d>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials,
  Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Jan-17</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Jun-17</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFK50, Non-Binder Components of Asphalt Mixtures</td>
  <td class=3Dxl105 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D41389" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D41389</a></td>
 </tr>
 <tr height=3D38 style=3D'height:28.8pt'>
  <td height=3D38 class=3Dxl104 width=3D69 style=3D'height:28.8pt;border-to=
p:none;
  width:52pt'>Q-0024</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Automated
  Sensing for Construction Quality Monitoring of Concrete Pavements, and Sm=
art
  Long-Term Tagging System</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials,
  Design</td>
  <td class=3Dxl110 width=3D122 style=3D'border-top:none;border-left:none;w=
idth:91pt'>$300,000
  - $400,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>36
  - 48</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Jan-13</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Jan-13</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee AFN20, Properties of Concrete</td>
  <td class=3Dxl105 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D33481" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D33481</a></td>
 </tr>
 <tr height=3D58 style=3D'height:43.2pt'>
  <td height=3D58 class=3Dxl104 width=3D69 style=3D'height:43.2pt;border-to=
p:none;
  width:52pt'>Q-0025</td>
  <td class=3Dxl76 width=3D415 style=3D'border-top:none;border-left:none;wi=
dth:311pt'>Developing
  Standard Test Methods to Determine the Mechanistic Properties of Pavement
  Layers for Concrete Pavement Design and Performance Analysis</td>
  <td class=3Dxl76 width=3D86 style=3D'border-top:none;border-left:none;wid=
th:64pt'>Materials,
  Design</td>
  <td class=3Dxl89 width=3D122 style=3D'border-top:none;border-left:none;wi=
dth:91pt'>&gt;
  $300,000</td>
  <td class=3Dxl88 width=3D112 style=3D'border-top:none;border-left:none;wi=
dth:84pt'>24
  - 36</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Apr-18</td>
  <td class=3Dxl108 style=3D'border-top:none;border-left:none'>Apr-18</td>
  <td class=3Dxl76 width=3D414 style=3D'border-top:none;border-left:none;wi=
dth:310pt'>TRB
  Committee: AFD50, Design and Rehabilitation of Concrete Pavements</td>
  <td class=3Dxl129 style=3D'border-top:none;border-left:none'><a
  href=3D"https://rns.trb.org/dproject.asp?n=3D42272" target=3D"_parent">ht=
tps://rns.trb.org/dproject.asp?n=3D42272</a></td>
 </tr>
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