Past methods of pavement design have relied heavily on the use of empirical data and laboratory testing to develop the materials and thickness required for an estimated number of loadings. The technology has advanced to the point where instrumentation can be used to measure the effect of the existing traffic flow on the pavement under various climatic conditions. This project is part of an FHWA Demonstration project and an Iowa Highway Research Board project on pavement instrumentation. The paper describes the instrumentation that has been developed to monitor the traffic effect on a section of I-80 in southwestern Iowa. The instrumentation includes the use of piezo electric cables to trigger the data collection and monitor the weight, speed, lateral location and lane placement of the vehicles passing over the data collection site. Data collection equipment includes concrete deflection, concrete and dowel bar strain, and temperature of the pavement and subgrade. A special application of nuclear gages is being used to measure the moisture and density of the material under the pavement at the joints and midslab location. Examples of the results are shown. The site is equipped with telephone lines and computer capability to allow remote sensing of the results at an office location at the University. Site planning and installation problems and solutions are discussed in this report. The successes and failures of the installation portion of the project are discussed. This type of location allows the designer and planner to monitor traffic and pavement performance remotely without interference or identification by the traffic to improve the knowledge of pavement/traffic/environment interaction.
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