University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for March through June, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 9pf3f8gm | Literature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use | 410 | 133 | 277 | 32.4% |
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 303 | 65 | 238 | 21.5% |
| 14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 224 | 88 | 136 | 39.3% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 218 | 36 | 182 | 16.5% |
| 5877p48t | 100% RAP Pilot Project on SBD 40: Material Testing, Life Cycle Assessment, Observations, and Findings | 181 | 60 | 121 | 33.1% |
| 6bq1367s | Final Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove and Continuously Reinforced Concrete Pavements | 178 | 32 | 146 | 18.0% |
| 0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 156 | 44 | 112 | 28.2% |
| 80c7d0rc | Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California | 137 | 20 | 117 | 14.6% |
| 8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 137 | 40 | 97 | 29.2% |
| 2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded | 136 | 30 | 106 | 22.1% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 132 | 23 | 109 | 17.4% |
| 9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 132 | 33 | 99 | 25.0% |
| 4bd2t7fn | Analysis and Estimation of Effective Built-In Temperature Difference for North Tangent Slabs: Data Analysis from the Palmdale, California Rigid Pavement Test Site | 129 | 6 | 123 | 4.7% |
| 91n0g02n | Durability Testing of LCB and CTB Materials Supplied by Caltrans | 127 | 9 | 118 | 7.1% |
| 1nm5c9gp | Pavement Environmental Life Cycle Assessment Tool for Local Governments | 125 | 19 | 106 | 15.2% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 122 | 24 | 98 | 19.7% |
| 169477d9 | Updating Weigh-in-Motion (WIM) Spectra in PaveM | 121 | 24 | 97 | 19.8% |
| 88c7551g | Test Method Selection and Validation to Replace the R-Value Test | 118 | 25 | 93 | 21.2% |
| 1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 116 | 26 | 90 | 22.4% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 115 | 35 | 80 | 30.4% |
| 9wg2q1v1 | Analysis of 30 Years of Pavement Temperatures using the Enhanced Integrated Climate Model (EICM) | 111 | 37 | 74 | 33.3% |
| 0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 109 | 25 | 84 | 22.9% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 109 | 15 | 94 | 13.8% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 108 | 19 | 89 | 17.6% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 108 | 29 | 79 | 26.9% |
| 24p1v6fd | Impact of Silo Storage on the Performance of Plant-Produced Mixes Containing High Content of Reclaimed Asphalt Pavement or Reclaimed Asphalt Shingles | 107 | 11 | 96 | 10.3% |
| 8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 107 | 15 | 92 | 14.0% |
| 8k31f512 | UCPRC Life Cycle Assessment Methodology and Initial Case Studies for Energy Consumption and GHG Emissions for Pavement Preservation Treatments with Different Rolling Resistance | 104 | 21 | 83 | 20.2% |
| 26j0x5pw | Cold Central Plant Recycling Study: First-Level Analysis of Heavy Vehicle Simulator Testing | 101 | 25 | 76 | 24.8% |
| 9f5181j1 | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 101 | 14 | 87 | 13.9% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 99 | 26 | 73 | 26.3% |
| 8126d40q | Evaluation of Recycled Asphalt Concrete Materials as Aggregate Base | 98 | 5 | 93 | 5.1% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 97 | 17 | 80 | 17.5% |
| 0hb6p657 | High Percentages of Reclaimed Asphalt Affect the Performance of Asphalt Binder | 95 | 9 | 86 | 9.5% |
| 0q14d699 | Data Mining of the Caltrans Pavement Management System (PMS) Database | 95 | 5 | 90 | 5.3% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 95 | 10 | 85 | 10.5% |
| 6pc4478z | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers – Phase 1 Laboratory Testing | 94 | 24 | 70 | 25.5% |
| 460234g0 | Updates to CalME and Calibration of Cracking Models | 93 | 15 | 78 | 16.1% |
| 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 | 93 | 16 | 77 | 17.2% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 92 | 18 | 74 | 19.6% |
| 1vz9p6gc | Permeable Pavement Road Map Workshop and Proposed Road Map for Permeable Pavement | 91 | 9 | 82 | 9.9% |
| 4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 91 | 29 | 62 | 31.9% |
| 6q9387qq | Life Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 84 | 91 | 14 | 77 | 15.4% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 90 | 18 | 72 | 20.0% |
| 2px7x2cf | Full-Depth Pavement Reclamation with Foamed Asphalt in California: Guidelines for Project Selection, Design, and Construction | 90 | 15 | 75 | 16.7% |
| 7208x78q | White Paper on Alternate Strategies for Reducing Greenhouse Gas Emissions: A Life Cycle Approach Using a Supply Curve | 90 | 11 | 79 | 12.2% |
| 9rd86520 | State Route 138 -Test Site Evaluation Update of Evaluation Activities in March and October 2002 | 89 | 6 | 83 | 6.7% |
| 03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 88 | 27 | 61 | 30.7% |
| 0pc4t277 | Constructability and Productivity Analysis for Long Life Asphalt Concrete Pavement Rehabilitation Strategies | 87 | 9 | 78 | 10.3% |
| 3b04545v | Accelerated Laboratory Testing for High Early StrengthConcrete for Alkali Aggregate Reaction | 86 | 44 | 42 | 51.2% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.