University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for June through September, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 511 | 188 | 323 | 36.8% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 168 | 96 | 72 | 57.1% |
| 9f5181j1 | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 153 | 39 | 114 | 25.5% |
| 6kf121z3 | Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections | 142 | 28 | 114 | 19.7% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 132 | 40 | 92 | 30.3% |
| 86f4f3sr | Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Construction | 128 | 23 | 105 | 18.0% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 119 | 54 | 65 | 45.4% |
| 54w74550 | Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME | 118 | 19 | 99 | 16.1% |
| 6sr85541 | Site Investigation Guide for Mechanistic-Empirical Design of California Pavements | 117 | 34 | 83 | 29.1% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 108 | 45 | 63 | 41.7% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 99 | 36 | 63 | 36.4% |
| 24p1v6fd | Impact of Silo Storage on the Performance of Plant-Produced Mixes Containing High Content of Reclaimed Asphalt Pavement or Reclaimed Asphalt Shingles | 88 | 26 | 62 | 29.5% |
| 169477d9 | Updating Weigh-in-Motion (WIM) Spectra in PaveM | 87 | 23 | 64 | 26.4% |
| 0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 86 | 28 | 58 | 32.6% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 83 | 41 | 42 | 49.4% |
| 1qh0c638 | Lessons Learned from Caltrans Pilot Program for Implementation of EPDs | 81 | 46 | 35 | 56.8% |
| 460234g0 | Updates to CalME and Calibration of Cracking Models | 81 | 41 | 40 | 50.6% |
| 4vj060rv | Thin Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Initial Performance | 81 | 39 | 42 | 48.1% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 81 | 25 | 56 | 30.9% |
| 6q9387qq | Life Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 84 | 81 | 45 | 36 | 55.6% |
| 6qh191c1 | Permeability Testing on Dense-Graded Hot Mix Asphalt (HMA) and Gap-Graded Rubberized Hot Mix Asphalt (RHMA-G) Surfaces | 80 | 16 | 64 | 20.0% |
| 6qb3d9dx | Pavement Recycling: Literature Review on Shrinkage Crack Mitigation in Cement-Stabilized Pavement Layers | 78 | 20 | 58 | 25.6% |
| 0b9635gm | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 77 | 27 | 50 | 35.1% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 73 | 32 | 41 | 43.8% |
| 1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 69 | 22 | 47 | 31.9% |
| 0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 66 | 36 | 30 | 54.5% |
| 0x08g456 | CAL/APT Program--Comparison of Caltrans and AASHTO Pavement Design Methods | 66 | 23 | 43 | 34.8% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 65 | 21 | 44 | 32.3% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 65 | 35 | 30 | 53.8% |
| 9tt18741 | Cold Central Plant Recycling Study: Test Track Construction, Layout, and Instrumentation | 65 | 36 | 29 | 55.4% |
| 7b48253g | Acoustic Aging of Asphalt Pavements: A Californian/Danish Comparison | 64 | 37 | 27 | 57.8% |
| 0qc9v0xx | Summary of Laboratory Tests to Assess Mechanical Properties of Permeable Pavement Materials | 63 | 42 | 21 | 66.7% |
| 0wd6b9q2 | Investigation of the Effect of Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles on the Performance Properties of Asphalt Binders: Interim Report | 63 | 39 | 24 | 61.9% |
| 7vg1c54z | Superpave Implementation Phase II: Comparison of Performance-Related Test Results | 63 | 37 | 26 | 58.7% |
| 11s1g5km | Accelerated Test Method for Measuring Sulfate Resistance of Hydraulic Cements for Caltrans LLPRS Program | 62 | 21 | 41 | 33.9% |
| 4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 62 | 21 | 41 | 33.9% |
| 80c7d0rc | Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California | 62 | 17 | 45 | 27.4% |
| 7208x78q | White Paper on Alternate Strategies for Reducing Greenhouse Gas Emissions: A Life Cycle Approach Using a Supply Curve | 60 | 18 | 42 | 30.0% |
| 3jc3d3xs | Pavement Life Cycle Assessment Workshop: Discussion Summary and Guidelines | 57 | 22 | 35 | 38.6% |
| 3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 56 | 6 | 50 | 10.7% |
| 50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 56 | 35 | 21 | 62.5% |
| 8242m1wq | Investigation of Design and Construction Issues for Long Life Concrete Pavement Strategies | 56 | 21 | 35 | 37.5% |
| 9cw18024 | Performance Based Specifications: Literature Review on Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot Mix Asphalt | 56 | 20 | 36 | 35.7% |
| 21w7n8sn | Investigation of Noise, Ride Quality and Macrotexture Trends for Asphalt Pavement Surfaces: Summary of Six Years of Measurements | 55 | 22 | 33 | 40.0% |
| 2p76t1g4 | Heavier Alternative Fuel Trucks Are Not Expected to Cause Significant Additional Pavement Damage | 55 | 10 | 45 | 18.2% |
| 3bz9c13f | tBeam—A Fast Model to Estimate Energy Consumption Due to Pavement Structural Response: Theoretical and Validation Manual | 55 | 32 | 23 | 58.2% |
| 87b7j270 | Asphalt Compaction Mold: Four-Inch Thick Ingot Mold: Basic Mold Assembly and Operating Instructions | 55 | 36 | 19 | 65.5% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 55 | 13 | 42 | 23.6% |
| 3jn462tc | Friction Testing of Pavement Preservation Treatments: Literature Review | 53 | 12 | 41 | 22.6% |
| 8k31f512 | UCPRC Life Cycle Assessment Methodology and Initial Case Studies for Energy Consumption and GHG Emissions for Pavement Preservation Treatments with Different Rolling Resistance | 53 | 20 | 33 | 37.7% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.