https://trid.trb.org/ en-us Copyright © 2026. National Academy of Sciences. All rights reserved. http://blogs.law.harvard.edu/tech/rss tris-trb@nas.edu (Bill McLeod) tris-trb@nas.edu (Bill McLeod) https://trid.trb.org/Images/PageHeader-wTitle.jpg https://trid.trb.org/ https://trid.trb.org/View/2601027 0.99), with 5 % TPR yielding the highest zero-shear viscosity and lowest critical shear rate. In the second phase of the study, Response Surface Methodology (RSM) was employed to optimize the G*/sinδ parameter, a critical indicator of rutting resistance. RSM model was developed (R2=0.9922; p < 0.0001), and numerical optimization identified 5.702 % TPR at 64 °C as the optimum formulation, producing a predicted G*/sinδ value of 5453.91 Pa. Post-analysis confirmed the statistical reliability of the prediction, with tight confidence and tolerance intervals enclosing the target response. Regression coefficient analysis further emphasized the dominant effects of temperature, TPR content, and their interactions. Overall, the findings highlight that moderate dosages of thermoplastic resin, particularly around 5 %, significantly enhance the high-temperature performance of asphalt binders.]]> Fri, 31 Oct 2025 09:48:30 GMT https://trid.trb.org/View/2601027 https://trid.trb.org/View/2408103 98.7%.]]> Fri, 21 Mar 2025 16:02:42 GMT https://trid.trb.org/View/2408103 https://trid.trb.org/View/2408112 Fri, 21 Mar 2025 16:02:42 GMT https://trid.trb.org/View/2408112 https://trid.trb.org/View/2447804 Mon, 18 Nov 2024 17:09:49 GMT https://trid.trb.org/View/2447804 https://trid.trb.org/View/2404426 Wed, 14 Aug 2024 09:49:16 GMT https://trid.trb.org/View/2404426 https://trid.trb.org/View/2353886 Mon, 25 Mar 2024 17:13:04 GMT https://trid.trb.org/View/2353886 https://trid.trb.org/View/2282190 Tue, 16 Jan 2024 17:11:01 GMT https://trid.trb.org/View/2282190 https://trid.trb.org/View/2108325 Thu, 25 May 2023 17:41:08 GMT https://trid.trb.org/View/2108325 https://trid.trb.org/View/1879137 Fri, 29 Oct 2021 15:40:08 GMT https://trid.trb.org/View/1879137 https://trid.trb.org/View/1756901 Mon, 28 Dec 2020 10:13:57 GMT https://trid.trb.org/View/1756901 https://trid.trb.org/View/1741282 Wed, 14 Oct 2020 17:41:56 GMT https://trid.trb.org/View/1741282 https://trid.trb.org/View/1589817 Fri, 01 Mar 2019 14:19:30 GMT https://trid.trb.org/View/1589817 https://trid.trb.org/View/1584275 Thu, 14 Feb 2019 15:57:57 GMT https://trid.trb.org/View/1584275 https://trid.trb.org/View/1568063  SVOC > VOC. It is also noted that the degrees of factors in influencing petroleum hydrocarbons deposited on urban roads did not equal and their order was total solids > land use type > vehicular traffic > roughness of road surfaces. The research results also showed that petroleum hydrocarbons on urban road surfaces tend to be source limiting rather than transport limiting. These outcomes can contribute to petroleum hydrocarbons polluted stormwater management, such as treatment system design and stormwater modelling approach improvement.]]> Thu, 20 Dec 2018 15:33:46 GMT https://trid.trb.org/View/1568063 https://trid.trb.org/View/1573794 Tue, 18 Dec 2018 10:45:24 GMT https://trid.trb.org/View/1573794