Technical Memoranda
Parent: University of California Pavement Research Center
eScholarship stats: Breakdown by Item for January through April, 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 | 226 | 96 | 130 | 42.5% |
| 9pf3f8gm | Literature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use | 182 | 57 | 125 | 31.3% |
| 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% |
| 9f5181j1 | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 90 | 14 | 76 | 15.6% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 83 | 36 | 47 | 43.4% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 79 | 12 | 67 | 15.2% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 72 | 24 | 48 | 33.3% |
| 169477d9 | Updating Weigh-in-Motion (WIM) Spectra in PaveM | 69 | 12 | 57 | 17.4% |
| 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% |
| 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% |
| 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% |
| 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% |
| 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% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 50 | 10 | 40 | 20.0% |
| 9m48m23r | Pay Factors for Asphalt-Concrete Construction: Effect of Construction Quality on Agency Costs | 50 | 5 | 45 | 10.0% |
| 3jn462tc | Friction Testing of Pavement Preservation Treatments: Literature Review | 48 | 14 | 34 | 29.2% |
| 6qb3d9dx | Pavement Recycling: Literature Review on Shrinkage Crack Mitigation in Cement-Stabilized Pavement Layers | 48 | 9 | 39 | 18.8% |
| 6qh191c1 | Permeability Testing on Dense-Graded Hot Mix Asphalt (HMA) and Gap-Graded Rubberized Hot Mix Asphalt (RHMA-G) Surfaces | 44 | 5 | 39 | 11.4% |
| 4vj060rv | Thin Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Initial Performance | 43 | 9 | 34 | 20.9% |
| 8j53f4cn | State of the Practice in 2006 for Open-Graded Asphalt Mix Design | 42 | 26 | 16 | 61.9% |
| 9tt18741 | Cold Central Plant Recycling Study: Test Track Construction, Layout, and Instrumentation | 42 | 16 | 26 | 38.1% |
| 8dd2x5d8 | Development of Hot Mix Asphalt Pavement Performance Properties for Long-Life Pavement Design: Caltrans District 4, Interstate-80 Solano County, California | 41 | 7 | 34 | 17.1% |
| 2m68s1jg | Impact of Pavement Roughness on Vehicle Free-Flow Speed | 40 | 23 | 17 | 57.5% |
| 1cr8z3hf | First-Level Analysis of Heavy Vehicle Simulator Testing on Three RHMA-G Mixes to Investigate Performance with Reclaimed Asphalt Pavement Aggregate Replacement | 39 | 9 | 30 | 23.1% |
| 9jn00543 | Rest Period Characteristics Under Highway Truck Traffic for Mechanistic-Empirical Designs of Asphalt Concrete Pavements | 39 | 15 | 24 | 38.5% |
| 0wd6b9q2 | Investigation of the Effect of Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles on the Performance Properties of Asphalt Binders: Interim Report | 38 | 4 | 34 | 10.5% |
| 0zw2b8n4 | Sensitivity Analysis of 2002 Design Guide Rigid Pavement Distress Prediction Models | 38 | 5 | 33 | 13.2% |
| 404171tn | Tests to Evaluate the Stiffness and Permanent Deformation Characteristics of Asphalt/Binder-Aggregate Mixes - A Critical Discussion | 37 | 5 | 32 | 13.5% |
| 91n0g02n | Durability Testing of LCB and CTB Materials Supplied by Caltrans | 36 | 1 | 35 | 2.8% |
| 5jq7m36t | Development of Caltrans Concrete Overlay on Asphalt Pavement Design Catalog Tables Using Pavement ME | 35 | 8 | 27 | 22.9% |
| 7j88s7mt | Continued Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove on Existing Pavement and Current Texture Types on Continuously Reinforced Concrete Pavements | 34 | 9 | 25 | 26.5% |
| 893562th | Alligator Cracking Performance and Life-Cycle Cost Analysis of Pavement Preservation Treatments | 34 | 7 | 27 | 20.6% |
| 6sf8b402 | Effects of Milling and Other Repairs on Smoothness of Overlays: Additional Testing on Construction Under Profiler-Based Smoothness Specifications | 33 | 7 | 26 | 21.2% |
| 9rd86520 | State Route 138 -Test Site Evaluation Update of Evaluation Activities in March and October 2002 | 33 | 0 | 33 | 0.0% |
| 1vw9c5zm | Development of the CalME Standard Materials Library | 31 | 5 | 26 | 16.1% |
| 2qw2m2h0 | Development of Improved Guidelines and Designs for Thin Whitetopping: Literature Review | 31 | 11 | 20 | 35.5% |
| 4bp7602f | Warm-Mix Asphalt Study: Field Test Performance Evaluation | 31 | 5 | 26 | 16.1% |
| 8126d40q | Evaluation of Recycled Asphalt Concrete Materials as Aggregate Base | 28 | 0 | 28 | 0.0% |
| 7sd8w618 | Evaluation of the Effect of Deflection Waveform on Fatigue Test Results for Hot Mix Asphalt | 26 | 5 | 21 | 19.2% |
| 7xb7n22p | Evaluation of CT 371 Field Data | 26 | 4 | 22 | 15.4% |
| 13t9z1k7 | Summary of a Computer Modeling Study to Understand the Performance Properties of Fully Permeable Pavements | 25 | 2 | 23 | 8.0% |
| 2tn164r2 | Friction Testing of Pavement Preservation Treatments: Friction Measurements on Fog Seal Trials Using Six Rejuvenators, State Route KER58 | 24 | 4 | 20 | 16.7% |
| 8b44v3nf | Overlay Design for Cracked and Seated Portland Cement Concrete (PCC) Pavement--Interstate Route 710 | 24 | 5 | 19 | 20.8% |
| 6mj7x3fh | Minimizing Total Cost for Urban Freeway Reconstruction with Integrated Construction/Traffic Analysis | 22 | 8 | 14 | 36.4% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.