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. 2023 Jul 26;3(6):336–341. doi: 10.1021/acsenvironau.3c00023

Figure 3.

Figure 3

Comparison of 6PPD-quinone concentration in different simulations with compacted rubberized asphalt mixtures. DI-Control corresponds to double deionized water run through the entire setup without the compacted asphalt mixture, and SY-Control corresponds to synthetic rainwater run through the setup without a compacted asphalt mixture. Error bars represent standard deviation derived from duplicate experiments.