Research Article
Thermal Analysis of Asphalt Concrete Pavements Heated with Amorphous Metal Technology
Table 1
List of sensors and their locations.
| Point | Area | Nominal depth | Sensor |
| S1 | Existing pavement | 0.5 cm | T01 | S2 | R10 | 2.0 cm | T02 | S3 | R10 | 2.0 cm | T03 | S4 | R10 | 6.0 cm | T04 | T05 | S5 | R10 | 10.0 cm | T06 | T07 | S6 | NR10 | 2.0 cm | T08 | S7 | NR10 | 6.0 cm | T09 | T10 | S8 | NR10 | 10.0 cm | T11 | T12 | S9 | Joint NR10-6 | 0.5 cm | T13 | S10 | NR6 | 2.0 cm | T14 | S11 | NR6 | 6.0 cm | T15 | T16 | S12 | R6 | 2.0 cm | T17 | S13 | R6 | 6.0 cm | T18 | T19 | S14 | R6 | 2.0 cm | T20 | S15 | Electric box | — | T21 |
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