Research Reports
Parent: University of California Pavement Research Center
eScholarship stats: Breakdown by Item for September through December, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 397 | 137 | 260 | 34.5% |
| 9f5181j1 | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 147 | 15 | 132 | 10.2% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 101 | 56 | 45 | 55.4% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 90 | 41 | 49 | 45.6% |
| 86f4f3sr | Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Construction | 83 | 4 | 79 | 4.8% |
| 80c7d0rc | Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California | 81 | 17 | 64 | 21.0% |
| 169477d9 | Updating Weigh-in-Motion (WIM) Spectra in PaveM | 77 | 14 | 63 | 18.2% |
| 1nm5c9gp | Pavement Environmental Life Cycle Assessment Tool for Local Governments | 76 | 5 | 71 | 6.6% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 74 | 23 | 51 | 31.1% |
| 1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 74 | 16 | 58 | 21.6% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 68 | 20 | 48 | 29.4% |
| 03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 64 | 31 | 33 | 48.4% |
| 54w74550 | Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME | 64 | 9 | 55 | 14.1% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 61 | 4 | 57 | 6.6% |
| 6kf121z3 | Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections | 61 | 15 | 46 | 24.6% |
| 0b9635gm | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 60 | 17 | 43 | 28.3% |
| 460234g0 | Updates to CalME and Calibration of Cracking Models | 58 | 26 | 32 | 44.8% |
| 6qh191c1 | Permeability Testing on Dense-Graded Hot Mix Asphalt (HMA) and Gap-Graded Rubberized Hot Mix Asphalt (RHMA-G) Surfaces | 58 | 7 | 51 | 12.1% |
| 3jc3d3xs | Pavement Life Cycle Assessment Workshop: Discussion Summary and Guidelines | 57 | 15 | 42 | 26.3% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 55 | 18 | 37 | 32.7% |
| 1qh0c638 | Lessons Learned from Caltrans Pilot Program for Implementation of EPDs | 54 | 26 | 28 | 48.1% |
| 9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 54 | 7 | 47 | 13.0% |
| 3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 52 | 3 | 49 | 5.8% |
| 8k31f512 | UCPRC Life Cycle Assessment Methodology and Initial Case Studies for Energy Consumption and GHG Emissions for Pavement Preservation Treatments with Different Rolling Resistance | 51 | 10 | 41 | 19.6% |
| 9cw18024 | Performance Based Specifications: Literature Review on Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot Mix Asphalt | 51 | 15 | 36 | 29.4% |
| 8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 50 | 18 | 32 | 36.0% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 48 | 15 | 33 | 31.3% |
| 3jn462tc | Friction Testing of Pavement Preservation Treatments: Literature Review | 46 | 12 | 34 | 26.1% |
| 6qb3d9dx | Pavement Recycling: Literature Review on Shrinkage Crack Mitigation in Cement-Stabilized Pavement Layers | 46 | 16 | 30 | 34.8% |
| 8242m1wq | Investigation of Design and Construction Issues for Long Life Concrete Pavement Strategies | 46 | 9 | 37 | 19.6% |
| 0x08g456 | CAL/APT Program--Comparison of Caltrans and AASHTO Pavement Design Methods | 43 | 4 | 39 | 9.3% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 43 | 9 | 34 | 20.9% |
| 4sh361xx | Investigation of Noise, Durability, Permeability, and Friction Performance Trends for Asphaltic Pavement Surface Types: First- and Second-Year Results | 43 | 8 | 35 | 18.6% |
| 40j1p8k7 | Laboratory Evaluation of the Mechanical Properties of Asphalt Concrete Reinforced with Aramid Synthetic Fibers | 42 | 18 | 24 | 42.9% |
| 4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 38 | 11 | 27 | 28.9% |
| 7wq3s753 | First-Level Analysis of Phase 1 Heavy Vehicle Simulator and Laboratory Testing on Four RHMA-G Mixes to Investigate Nominal Maximum Aggregate Size, Layer Thickness, and Performance with Aggregate Replacement from Reclaimed Asphalt Pavement | 36 | 8 | 28 | 22.2% |
| 24p1v6fd | Impact of Silo Storage on the Performance of Plant-Produced Mixes Containing High Content of Reclaimed Asphalt Pavement or Reclaimed Asphalt Shingles | 35 | 5 | 30 | 14.3% |
| 0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 34 | 13 | 21 | 38.2% |
| 50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 34 | 17 | 17 | 50.0% |
| 7c50z9dp | Fully Permeable Pavement for Stormwater Management: Progress and Obstacles to Implementation in California | 33 | 16 | 17 | 48.5% |
| 0wd6b9q2 | Investigation of the Effect of Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles on the Performance Properties of Asphalt Binders: Interim Report | 31 | 5 | 26 | 16.1% |
| 6vc4p8xt | Contact Stresses of Pneumatic Tires Measured with the Vehicle-Road Surface Pressure Transducer Array (VRSPTA) System for the University of California at Berkeley (UCB) and the Nevada Automotive Test Center (NATC) | 31 | 8 | 23 | 25.8% |
| 8j53f4cn | State of the Practice in 2006 for Open-Graded Asphalt Mix Design | 31 | 13 | 18 | 41.9% |
| 3xw222tv | CAL/APT Program: Asphalt Treated Permeable Base (ATPB), Laboratory Tests, Performance Predictions and Evaluation of Caltrans and Other Agencies Experience | 30 | 10 | 20 | 33.3% |
| 7952m2b9 | Logistics Augmentation to the Freight-Truck-Pavement Interaction Pilot Study: Final Report | 30 | 6 | 24 | 20.0% |
| 72d3q2h4 | Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California | 28 | 2 | 26 | 7.1% |
| 11s1g5km | Accelerated Test Method for Measuring Sulfate Resistance of Hydraulic Cements for Caltrans LLPRS Program | 27 | 3 | 24 | 11.1% |
| 2879t7j1 | Evaluation of Open-Graded Friction Course (OGFC) Mix Design: Summary Version | 27 | 4 | 23 | 14.8% |
| 2m68s1jg | Impact of Pavement Roughness on Vehicle Free-Flow Speed | 27 | 17 | 10 | 63.0% |
| 5jq4m661 | Investigation of the Effect of Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles on the Performance Properties of Asphalt Binders: Phase 1 Laboratory Testing | 27 | 4 | 23 | 14.8% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.