Extended monitoring and analysis of moisture temperature data : research implementation plan.
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2006-12-07
Details
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Alternative Title:Monitoring and Analysis of Data Obtained from Moisture-Temperature Recording Stations/ ; Extended Monitoring & Analysis of Moisture Temperature Data
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Subject/TRT Terms:
- Pavement performance
- Pavement design
- Temperature endurance tests
- Moisture content
- Seasons
- Asphalt pavements
- Data acquisition
- Data analysis
- Environmental factors
- Environmental monitoring
- Flexible pavements
- Frost
- Moisture content
- Monitoring
- Pavement tests
- Rainfall
- S
- Seasonal variations
- Temperature measurement
- Temperature monitoring
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Edition:Research implementation plan.
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Abstract:Variations in the mechanical properties of materials of a flexible pavement affect its response to applied ; loads in the form of deflections, stresses and stains. The resilient modulus of asphalt concrete and of fine ; grained subgrade soil vary seasonally as a result of weather related elements such as temperature and ; rainfall. Knowing the expected variation of layer properties throughout the pavement’s service life will ; lead to more accurate pavement designs when analyzed with a mechanistic/empirical based design ; procedure. ; To study the variations in mechanical properties of the pavement layers due to environmental factors, ; nine recording stations were installed throughout Ohio to monitor asphalt, subgrade soil, and air ; temperature; subgrade soil degree of saturation; and rainfall under a research project entitled ; “Characterization of Ohio Subgrade Types”. The sites were selected to include statewide climatic ; variations and the most prevalent soil types (A-3, A-4, A-6, and A-7). One site was installed the fall of ; 1991. The remaining sites were installed the spring of 1992. The sites were monitored for a two and half ; year period under the initial project. Data retrieved from the stations with fine grained soil showed the ; degree of saturation for the most part was close to 100%, but varied from 80% to 100%. ; Further monitoring was needed to verify the initial observed trends in soil saturation and to improve initial ; developed relationships between air temperature and average pavement temperature.
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Main Document Checksum:urn:sha-512:3c0b174b4d52176f55d5b3e39d59be203f759949b55fa75117f03cd02080d556f307f9c51086ee6ee7f2d11d4f0200f37fe76fbde6d20dd60df291cd70614734