University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for January through April, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 264 | 76 | 188 | 28.8% |
| 14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 226 | 96 | 130 | 42.5% |
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 194 | 54 | 140 | 27.8% |
| 9pf3f8gm | Literature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use | 182 | 57 | 125 | 31.3% |
| 0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 129 | 43 | 86 | 33.3% |
| 2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded | 109 | 26 | 83 | 23.9% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 107 | 25 | 82 | 23.4% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 105 | 30 | 75 | 28.6% |
| 80c7d0rc | Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California | 102 | 14 | 88 | 13.7% |
| 9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 97 | 26 | 71 | 26.8% |
| 9f5181j1 | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 90 | 14 | 76 | 15.6% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 86 | 23 | 63 | 26.7% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 83 | 36 | 47 | 43.4% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 81 | 23 | 58 | 28.4% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 79 | 12 | 67 | 15.2% |
| 1nm5c9gp | Pavement Environmental Life Cycle Assessment Tool for Local Governments | 76 | 7 | 69 | 9.2% |
| 1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 73 | 12 | 61 | 16.4% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 72 | 24 | 48 | 33.3% |
| 7208x78q | White Paper on Alternate Strategies for Reducing Greenhouse Gas Emissions: A Life Cycle Approach Using a Supply Curve | 71 | 18 | 53 | 25.4% |
| 39w1j16d | Development of Performance-Based Specifications for Asphalt Rubber Binder: Phase 2g Testing of Plant-Sampled Binders and RHMA-G Mixes | 70 | 17 | 53 | 24.3% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 70 | 22 | 48 | 31.4% |
| 169477d9 | Updating Weigh-in-Motion (WIM) Spectra in PaveM | 69 | 12 | 57 | 17.4% |
| 8k31f512 | UCPRC Life Cycle Assessment Methodology and Initial Case Studies for Energy Consumption and GHG Emissions for Pavement Preservation Treatments with Different Rolling Resistance | 69 | 17 | 52 | 24.6% |
| 0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 67 | 18 | 49 | 26.9% |
| 460234g0 | Updates to CalME and Calibration of Cracking Models | 67 | 12 | 55 | 17.9% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 65 | 17 | 48 | 26.2% |
| 9cw18024 | Performance Based Specifications: Literature Review on Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot Mix Asphalt | 65 | 19 | 46 | 29.2% |
| 40j1p8k7 | Laboratory Evaluation of the Mechanical Properties of Asphalt Concrete Reinforced with Aramid Synthetic Fibers | 64 | 18 | 46 | 28.1% |
| 6q9387qq | Life Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 84 | 64 | 6 | 58 | 9.4% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 64 | 11 | 53 | 17.2% |
| 8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 64 | 13 | 51 | 20.3% |
| 4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 63 | 25 | 38 | 39.7% |
| 1qh0c638 | Lessons Learned from Caltrans Pilot Program for Implementation of EPDs | 62 | 26 | 36 | 41.9% |
| 88c7551g | Test Method Selection and Validation to Replace the R-Value Test | 62 | 23 | 39 | 37.1% |
| 6kf121z3 | Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections | 61 | 6 | 55 | 9.8% |
| 8378s3vk | Full-Depth Pavement Reclamation with Foamed Asphalt: Final Report | 60 | 19 | 41 | 31.7% |
| 0hb6p657 | High Percentages of Reclaimed Asphalt Affect the Performance of Asphalt Binder | 58 | 5 | 53 | 8.6% |
| 54w74550 | Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME | 58 | 14 | 44 | 24.1% |
| 50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 57 | 11 | 46 | 19.3% |
| 03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 56 | 18 | 38 | 32.1% |
| 3jc3d3xs | Pavement Life Cycle Assessment Workshop: Discussion Summary and Guidelines | 56 | 14 | 42 | 25.0% |
| 7c50z9dp | Fully Permeable Pavement for Stormwater Management: Progress and Obstacles to Implementation in California | 56 | 37 | 19 | 66.1% |
| 1642874z | Smoothness Monitoring of Selected Concrete Surfaces | 55 | 15 | 40 | 27.3% |
| 24p1v6fd | Impact of Silo Storage on the Performance of Plant-Produced Mixes Containing High Content of Reclaimed Asphalt Pavement or Reclaimed Asphalt Shingles | 55 | 12 | 43 | 21.8% |
| 7vg1c54z | Superpave Implementation Phase II: Comparison of Performance-Related Test Results | 55 | 7 | 48 | 12.7% |
| 0b9635gm | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 54 | 10 | 44 | 18.5% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 53 | 15 | 38 | 28.3% |
| 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 | 53 | 13 | 40 | 24.5% |
| 2p76t1g4 | Heavier Alternative Fuel Trucks Are Not Expected to Cause Significant Additional Pavement Damage | 52 | 7 | 45 | 13.5% |
| 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) | 51 | 24 | 27 | 47.1% |
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