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• W566506276 abstract "Environmental changes have a direct impact on the structural capacity of the pavement, and consequently its performance. While the subgrade soil and the unbound materials are sensitive to moisture variation, the Asphalt Concrete (AC) layers are more sensitive to temperature variations. Quantifying the effect of these two environmental factors, moisture and temperature, is necessary for incorporation in the pavement design process. The main goal of this research was to quantify the variation of subgrade moisture and asphalt surface temperature at various sites in Idaho and determine their effects on the structural capacity of the pavement layers, and hence determine their influence on the pavement performance. In addition, the impact of the existence of a rockcap base layer on the moisture regime in the subgrade and its effect on the overall pavement structural capacity was to be evaluated. The research methodology included instrumentation of several pavement sites in northern region (Pack River, Worley, Moscow and Lewiston) and in southern region at Weiser. The Moscow and Weiser sites included adjacent sections of rockcap and aggregate bases to compare the effectiveness of these two types of base materials. Instrumentation sensors used were similar to those used in the FHWA Long Term Pavement Performance (LTPP) Seasonal Monitoring Program (SMP). Time domain reflectometry (TDR) probes were installed to measure volumetric moisture content, MRC thermistors were used to measure temperature at various depths, and ABF resistivity probes were installed to determine frost conditions. Piezometers were also installed to monitor ground water level (GWL) at the instrumented sites. Structural capacity was evaluated using Falling Weight Deflectometer (FWD). The moisture, temperature, resistivity and the GWL data were collected on a monthly basis for almost three years. However, the FWD data, which was collected by the ITD materials, was performed approximately once a year along with the ITD normal FWD testing schedule. This resulted in a great shortcoming in monitoring the seasonal variation of the pavement structural capacity at the instrumented sites. Therefore, the research relied on the LTPP-SMP database to acquire seasonal FWD data for many sites across the country." @default.
• W566506276 created "2016-06-24" @default.
• W566506276 creator A5033458879 @default.
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• W566506276 date "2005-05-01" @default.
• W566506276 modified "2023-09-27" @default.
• W566506276 title "Monitoring and Modeling Subgrade Soil Moisture for Pavement Design and Rehabilitation in Idaho Phase III: Data Collection and Analysis" @default.
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