A method for measuring the effective regeneration rate of old materials in hot recycled asphalt mixture
A technology of asphalt mixture and thermal regeneration, which is applied in the direction of measuring devices, analysis materials, material inspection products, etc., can solve the problems of poor reliability of test results, lack of practical application value, troublesome operation process, etc.
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Embodiment 1
[0040] The method for determining the effective regeneration rate of old materials in hot recycled asphalt mixture includes the following steps:
[0041] 1. Stir and heat new aggregate, new asphalt, and mineral powder, with mass percentages of 89.780%, 4.489%, and 5.731%, respectively, to prepare hot-mix asphalt mixture.
[0042] The new aggregate is limestone, and its relative density test results are shown in Table 1.
[0043] Table 1 New aggregate relative density test results
[0044] Particle size (mm) 0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5 13.2 Gross volume relative density 2.639 2.685 2.690 2.698 2.716 2.734 2.757 2.746 2.728 apparent relative density 2.639 2.685 2.690 2.698 2.716 2.734 2.718 2.713 2.701
[0045] The new asphalt adopts SBS modified asphalt, and its performance index test results are shown in Table 2.
[0046] Table 2 SBS modified asphalt performance index test results
[0047] Penetration 25°...
Embodiment 2
[0076] The method for determining the effective regeneration rate of old materials in hot recycled asphalt mixtures includes the following steps:
[0077] 1. Stir and heat new aggregate, new asphalt, and mineral powder, with mass percentages of 89.780%, 4.489%, and 5.731%, respectively, to prepare hot-mix asphalt mixture.
[0078] The new aggregate is limestone, and its relative density test results are shown in Table 10.
[0079] Table 10 New aggregate relative density test results
[0080] Particle size (mm) 0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5 13.2 Gross volume relative density 2.639 2.685 2.690 2.698 2.716 2.734 2.757 2.746 2.728 apparent relative density 2.639 2.685 2.690 2.698 2.716 2.734 2.718 2.713 2.701
[0081] The new asphalt adopts SBS modified asphalt, and its performance index test results are shown in Table 11.
[0082] Table 11 Test results of performance indicators of SBS modified asphalt
[0083] ...
Embodiment 3
[0112] The method for determining the effective regeneration rate of old materials in hot recycled asphalt mixtures includes the following steps:
[0113] 1. Stir and heat new aggregate, new asphalt, and mineral powder, with mass percentages of 89.780%, 4.489%, and 5.731%, respectively, to prepare hot-mix asphalt mixture.
[0114] The new aggregate is limestone, and its relative density test results are shown in Table 19.
[0115] Table 19 New aggregate relative density test results
[0116] Particle size (mm) 0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5 13.2 Gross volume relative density 2.639 2.685 2.690 2.698 2.716 2.734 2.757 2.746 2.728 apparent relative density 2.639 2.685 2.690 2.698 2.716 2.734 2.718 2.713 2.701
[0117] The new asphalt adopts SBS modified asphalt, and its performance index test results are shown in Table 20.
[0118] Table 20 SBS modified asphalt performance index test results
[0119] Penetratio...
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