Moisture Variations in Unbound Layers in an Instrumented Pavement Section

This study presents the moisture variations of
unbound layers from April 2012 to January 2014 in the Interstate 40
(I-40) pavement section in New Mexico. Three moisture probes were
installed at different layers inside the pavement which measure the
continuous moisture variations of the unbound layers. Data show that
the moisture contents of unbound layers are typically constant
throughout the day and month unless there is rainfall. Moisture
contents of all unbound layers change with rainfall. Change in ground
water table may affect the moisture content of unbound layers which
has not been investigated in this study. In addition, the Level 3
predictions of moisture contents using the Pavement Mechanistic-
Empirical (ME) Design software were compared and found quite
reasonable. However, results presented in the current study may not
be applicable for pavement in other regions.





References:
[1] AASHTO, Mechanistic-Empirical Pavement Design Guide. A Manual
of Practice, July 2008, Interim Edition, American Association of State
Highway and Transportation Officials, Washington D. C., 2008.
[2] F. Bayomy and H. Salem, Monitoring and Modelling Subgrade Soil
Moisture for Pavement Design and Rehabilitation in Idaho, Phase III:
Data Collection and Analysis.” Final Report, Project No. ITD Project
SPR 0010 (025) 124), 2005, submitted to Idaho Transportation
Department (ITD), Boise, Idaho 83707.
[3] R. A. Tarefder and M. Ahmad, “Addressing Permeability of Superpave
Mixes in New Mexico.” Final Report, NM11MSC-02, 2013, New
Mexico Department of Transportation (NMDOT), Albuquerque, NM
87199.
[4] C. Heywood, D. Galloway, and S. Stork, “Ground Displacements
Caused by Aquifer-System Water-Level Variations Observed Using
Interferometric Synthetic Aperture Radar near Albuquerque, New
Mexico.” Water-Resources Investigations Report 02-4235, 2002, City of
Albuquerque, Albuquerque, New Mexico.
[5] R. A. Tarefder and M. R. Islam, “Study and Evaluation of Materials
Response in Hot Mix Asphalt Based on Field Instrumentation.” Final
Report, NM11MSC-03, 2015, New Mexico Department of
Transportation (NMDOT), Albuquerque, NM 87199.