Transport Research International Documentation (TRID) 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) Transport Research International Documentation (TRID) https://trid.trb.org/Images/PageHeader-wTitle.jpg https://trid.trb.org/ Local Calibration of AASHTOWare Pavement ME Design Coefficients for VDOT’s Upgrade to Web-Based Software for New Pavement Design https://trid.trb.org/View/2773018 Sat, 05 Sep 2026 11:31:17 GMT https://trid.trb.org/View/2773018 Pavement performance prediction via a tabular foundation model https://trid.trb.org/View/2705452 Thu, 03 Sep 2026 09:37:47 GMT https://trid.trb.org/View/2705452 Development of a Laboratory Testing Framework to Estimate Reclaimed Asphalt Pavement Binder Performance Grade without Solvent Extraction and Recovery https://trid.trb.org/View/2772592 Thu, 03 Sep 2026 09:08:04 GMT https://trid.trb.org/View/2772592 Pavement Friction and Crash Injury Severity: Evidence from Continuous Friction Measurement Data in Florida https://trid.trb.org/View/2772590 Thu, 03 Sep 2026 09:08:04 GMT https://trid.trb.org/View/2772590 Standardizing Specimen Preparation for Indirect Tensile Cracking Test and Indirect Tensile at High Temperature Through Ruggedness and Fine-Tuning Studies https://trid.trb.org/View/2772598 Thu, 03 Sep 2026 09:08:04 GMT https://trid.trb.org/View/2772598 A Reactive Wanol-based polyurethane for asphalt modification: Mechanism, performance, and synergy with SBS https://trid.trb.org/View/2734582 Wed, 02 Sep 2026 16:33:56 GMT https://trid.trb.org/View/2734582 Novel Combined Degradation Index for Long-Term Performance Comparison of Epoxy and Asphalt-Based High-Friction Surface Treatments https://trid.trb.org/View/2772195 300 K performance window), though with lower absolute CDI values. Asphalt-based HFSTs show promising adaptability to varied pavement conditions and offer practical advantages in constructability, substrate compatibility, and cost. Although epoxy systems show higher absolute durability in laboratory testing, certain asphalt-based configurations deliver performance levels that may be adequate in applications where both systems exceed typical HFST design demands. The validated CDI framework establishes a robust, laboratory-based methodology for evaluating HFST material degradation; however, further work is needed to calibrate CDI ranges for field conditions and broader pavement applications.]]> Wed, 02 Sep 2026 09:22:25 GMT https://trid.trb.org/View/2772195 Modification of Hamburg Wheel-Tracking Test for Slow-Moving Heavy Traffic https://trid.trb.org/View/2772193 Wed, 02 Sep 2026 09:22:25 GMT https://trid.trb.org/View/2772193 The relationship between micro-fragmentation mechanisms and macro-mechanical responses in granite residual soil https://trid.trb.org/View/2704404 Wed, 02 Sep 2026 09:21:34 GMT https://trid.trb.org/View/2704404 Enhancing the volume stability of steel slag in pavement base applications using nano–silica treatment: Experimental investigation and mechanistic insights https://trid.trb.org/View/2703571 Wed, 02 Sep 2026 09:21:34 GMT https://trid.trb.org/View/2703571 Durability performance of recycled aggregate porous concrete for pavement base applications under acid and sulphate exposure https://trid.trb.org/View/2703569 Wed, 02 Sep 2026 09:21:34 GMT https://trid.trb.org/View/2703569 Molecular weight conversion of SARA fractions in asphalt binders during thermal-oxidative aging: An optimal transport-based analysis https://trid.trb.org/View/2703550 Wed, 02 Sep 2026 09:21:34 GMT https://trid.trb.org/View/2703550 Pre-swelling-induced surface property changes in waste crumb rubber for impact-absorbing pavement applications: A novel sustainable sidewalk solution https://trid.trb.org/View/2703547 Wed, 02 Sep 2026 09:21:34 GMT https://trid.trb.org/View/2703547 Asphalt mixtures dynamic modulus monitoring by electromechanical impedance technique based on piezoelectric sensor https://trid.trb.org/View/2703545 Wed, 02 Sep 2026 09:21:34 GMT https://trid.trb.org/View/2703545 Roles of fiber type, packed-volume effect, and oil absorption behavior in lignocellulosic fiber-reinforced asphalt mastics https://trid.trb.org/View/2703362 CP > VCBF > MCBF > MPBF. Results indicate that stabilized packed fiber volume primarily governs reinforcement intensity, while fiber length distribution controls network connectivity and load-transfer efficiency. Oil absorption mainly provides secondary tuning by adjusting effective binder content. These findings suggest that packed-volume normalization, together with consideration of fiber length distribution, offers a practical alternative to conventional mass-based dosage design for heterogeneous lignocellulosic fibers.]]> Wed, 02 Sep 2026 09:21:34 GMT https://trid.trb.org/View/2703362