Download e-book for kindle: Advances in pavement design through full-scale accelerated by David Jones; John Thaddeus Harvey; Angel Mateos; Imad L

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Additional resources for Advances in pavement design through full-scale accelerated pavement testing: proceedings of the 4th International Conference on Accelerated Pavement Testing, Davis, CA, USA, 19-21 September 2012

Example text

5 m deep; the pavement structure is constructed in this pit and it allows the control of the water table and the environmental conditions over the pavement surface; (ii) the linear loading test apparatus, and (iii) a mini asphalt plant that simplifies tests with modified asphalt materials. The loading apparatus is a linear test track that applies the load of a half axle truck (dual tires with maximum load of 75 kN). This new linear test track has an original control system based on the combination of an electrical frequency power controller, and a set of air springs.

Improving the cost effectiveness of the overall programs through cooperative efforts of program planning, data analysis, and device improvements. A list of the identified associations is shown in Table 3 with their associated contact details. 4 include functional distress in their evaluations, with the second-most selected option in the questionnaire indicating that functional distress is not deemed applicable for evaluation using f-sAPT. This is probably influenced by the large number of f-sAPT devices that use short pavement sections for testing (as opposed to test tracks).

This decision was later confirmed by the expertise of other HVS owners, and Dynatest, whose help and strong Figure 9. (a) Vertical stresses and (b) vertical strains for test section close to test pit ramp. (when comparing the use of an access ramp to not using it), the figure does indicate a slight difference in stresses and strains between the condition with a ramp and no ramp. Furthermore, the construction of the access ramp to the test pit would incur in a loss of available testing area within the test pit.

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