University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
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% |
| 14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 273 | 101 | 172 | 37.0% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 150 | 31 | 119 | 20.7% |
| 9f5181j1 | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 147 | 15 | 132 | 10.2% |
| 2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap Graded | 114 | 42 | 72 | 36.8% |
| 2p76t1g4 | Heavier Alternative Fuel Trucks Are Not Expected to Cause Significant Additional Pavement Damage | 110 | 61 | 49 | 55.5% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 101 | 30 | 71 | 29.7% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 101 | 56 | 45 | 55.4% |
| 0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 98 | 32 | 66 | 32.7% |
| 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% |
| 6sr85541 | Site Investigation Guide for Mechanistic-Empirical Design of California Pavements | 82 | 16 | 66 | 19.5% |
| 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% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 63 | 12 | 51 | 19.0% |
| 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% |
| 7208x78q | White Paper on Alternate Strategies for Reducing Greenhouse Gas Emissions: A Life Cycle Approach Using a Supply Curve | 48 | 11 | 37 | 22.9% |
| 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% |
| 6q9387qq | Life Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 84 | 40 | 11 | 29 | 27.5% |
| 88c7551g | Test Method Selection and Validation to Replace the R-Value Test | 40 | 11 | 29 | 27.5% |
| 4vj060rv | Thin Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Initial Performance | 39 | 13 | 26 | 33.3% |
| 70v6b651 | Guidelines for the Stabilization of Subgrade Soils in California | 39 | 6 | 33 | 15.4% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 38 | 11 | 27 | 28.9% |
| 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% |
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