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Onsite Use of Recycled Asphalt Pavement Materials and Geocells to ...

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3.6.8 Light Weight Deflec<strong>to</strong>meter Test<br />

Light Weight Deflec<strong>to</strong>meter (LWD) tests, as shown in figure. 3.15, were carried out on<br />

each pavement layer <strong>of</strong> the prepared test section including subgrade, base, <strong>and</strong> HMA surface.<br />

ZFG 3000 LWD manufactured by Zorn Instruments, Germany, was used. This test is a<br />

nondestructive method which measures the deflection <strong>of</strong> the plate under an impact load by a<br />

falling weight. There is an acceleration sensor on the loading plate. When the falling weight<br />

drops on the loading plate, the acceleration signal captured by the sensor can be used <strong>to</strong> calculate<br />

the deflection <strong>of</strong> the plate <strong>and</strong> the dynamic deformation modulus (Evd) <strong>of</strong> the soil. The mass <strong>of</strong><br />

the falling weight was 10 kg <strong>and</strong> the falling distance was 73 cm The test has three different<br />

loading plate diameters, <strong>of</strong> 15, 20, <strong>and</strong> 30 cm The large diameter loading plate is suitable for<br />

fine grained soil while the small diameter plate is suitable for coarse grained soil or even HMA<br />

surface.<br />

3.7 Vibra<strong>to</strong>ry Plate Compac<strong>to</strong>r<br />

A vibra<strong>to</strong>ry plate compac<strong>to</strong>r, as shown in figure 3.16, was used <strong>to</strong> compact the subgrade,<br />

base, <strong>and</strong> HMA surface during the preparation <strong>of</strong> test sections. The vibra<strong>to</strong>ry plate compac<strong>to</strong>r<br />

was not used <strong>to</strong> compact the geocell-reinforced RAP base because it could not densify the infill<br />

material well. Therefore, manual compaction using the modified Proc<strong>to</strong>r compaction hammer<br />

was performed for the infill material in the geocell-reinforced RAP base.<br />

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