University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for October, 2024 through January, 2025
Item | Title | Total requests | Download | View-only | %Dnld |
---|---|---|---|---|---|
14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 310 | 136 | 174 | 43.9% |
4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 250 | 77 | 173 | 30.8% |
7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 154 | 31 | 123 | 20.1% |
2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap Graded | 140 | 51 | 89 | 36.4% |
9f5181j1 | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 130 | 15 | 115 | 11.5% |
8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 115 | 39 | 76 | 33.9% |
2p76t1g4 | Heavier Alternative Fuel Trucks Are Not Expected to Cause Significant Additional Pavement Damage | 111 | 60 | 51 | 54.1% |
0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 98 | 33 | 65 | 33.7% |
54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 91 | 27 | 64 | 29.7% |
8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 91 | 51 | 40 | 56.0% |
6sr85541 | Site Investigation Guide for Mechanistic-Empirical Design of California Pavements | 88 | 21 | 67 | 23.9% |
80c7d0rc | Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California | 86 | 18 | 68 | 20.9% |
31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 85 | 36 | 49 | 42.4% |
1nm5c9gp | Pavement Environmental Life Cycle Assessment Tool for Local Governments | 83 | 5 | 78 | 6.0% |
8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 81 | 14 | 67 | 17.3% |
9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 80 | 12 | 68 | 15.0% |
1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 74 | 13 | 61 | 17.6% |
03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 70 | 33 | 37 | 47.1% |
0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 69 | 25 | 44 | 36.2% |
169477d9 | Updating Weigh-in-Motion (WIM) Spectra in PaveM | 68 | 15 | 53 | 22.1% |
460234g0 | Updates to CalME and Calibration of Cracking Models | 64 | 27 | 37 | 42.2% |
6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 63 | 21 | 42 | 33.3% |
52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 62 | 22 | 40 | 35.5% |
6kf121z3 | Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections | 62 | 16 | 46 | 25.8% |
54w74550 | Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME | 60 | 14 | 46 | 23.3% |
88c7551g | Test Method Selection and Validation to Replace the R-Value Test | 59 | 17 | 42 | 28.8% |
5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 58 | 8 | 50 | 13.8% |
6qh191c1 | Permeability Testing on Dense-Graded Hot Mix Asphalt (HMA) and Gap-Graded Rubberized Hot Mix Asphalt (RHMA-G) Surfaces | 57 | 8 | 49 | 14.0% |
3jc3d3xs | Pavement Life Cycle Assessment Workshop: Discussion Summary and Guidelines | 56 | 13 | 43 | 23.2% |
8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 56 | 17 | 39 | 30.4% |
02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 55 | 20 | 35 | 36.4% |
86f4f3sr | Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Construction | 55 | 5 | 50 | 9.1% |
8k31f512 | UCPRC Life Cycle Assessment Methodology and Initial Case Studies for Energy Consumption and GHG Emissions for Pavement Preservation Treatments with Different Rolling Resistance | 55 | 13 | 42 | 23.6% |
4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 54 | 15 | 39 | 27.8% |
7208x78q | White Paper on Alternate Strategies for Reducing Greenhouse Gas Emissions: A Life Cycle Approach Using a Supply Curve | 54 | 16 | 38 | 29.6% |
1qh0c638 | Lessons Learned from Caltrans Pilot Program for Implementation of EPDs | 53 | 27 | 26 | 50.9% |
1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 51 | 14 | 37 | 27.5% |
6q9387qq | Life Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 84 | 51 | 12 | 39 | 23.5% |
3jn462tc | Friction Testing of Pavement Preservation Treatments: Literature Review | 50 | 14 | 36 | 28.0% |
9cw18024 | Performance Based Specifications: Literature Review on Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot Mix Asphalt | 50 | 18 | 32 | 36.0% |
8242m1wq | Investigation of Design and Construction Issues for Long Life Concrete Pavement Strategies | 47 | 10 | 37 | 21.3% |
9jn00543 | Rest Period Characteristics Under Highway Truck Traffic for Mechanistic-Empirical Designs of Asphalt Concrete Pavements | 47 | 10 | 37 | 21.3% |
0b9635gm | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 44 | 12 | 32 | 27.3% |
3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 44 | 4 | 40 | 9.1% |
0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 43 | 20 | 23 | 46.5% |
40j1p8k7 | Laboratory Evaluation of the Mechanical Properties of Asphalt Concrete Reinforced with Aramid Synthetic Fibers | 43 | 18 | 25 | 41.9% |
4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 43 | 11 | 32 | 25.6% |
50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 43 | 18 | 25 | 41.9% |
0x08g456 | CAL/APT Program--Comparison of Caltrans and AASHTO Pavement Design Methods | 41 | 6 | 35 | 14.6% |
8j53f4cn | State of the Practice in 2006 for Open-Graded Asphalt Mix Design | 40 | 22 | 18 | 55.0% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.