University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for June through September, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 1,268 | 139 | 1,129 | 11.0% |
| 9pf3f8gm | Literature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use | 960 | 402 | 558 | 41.9% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 698 | 216 | 482 | 30.9% |
| 2tc6c1wc | Performance Evaluation of Recycled and Virgin Fibers in Fiber-Reinforced Concrete for Pavement Applications—Laboratory Test Results | 640 | 258 | 382 | 40.3% |
| 70v6b651 | Guidelines for the Stabilization of Subgrade Soils in California | 567 | 144 | 423 | 25.4% |
| 6sr85541 | Site Investigation Guide for Mechanistic-Empirical Design of California Pavements | 558 | 185 | 373 | 33.2% |
| 6k69q4rz | Evaluation of Sustainable and Cost-Effective Concrete Pavement Life | 535 | 186 | 349 | 34.8% |
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 429 | 85 | 344 | 19.8% |
| 8bm2k0t9 | RAP and RAS in HMA Pilot Project on SJ 26: Material Testing, Observations, and Findings | 424 | 59 | 365 | 13.9% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 423 | 194 | 229 | 45.9% |
| 8b52q3s4 | Twenty-Year Performance Review of Asphalt Concrete Long-LifePavements with Performance-Related Specifications | 389 | 204 | 185 | 52.4% |
| 0x08g456 | CAL/APT Program--Comparison of Caltrans and AASHTO Pavement Design Methods | 384 | 77 | 307 | 20.1% |
| 14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 381 | 222 | 159 | 58.3% |
| 5877p48t | 100% RAP Pilot Project on SBD 40: Material Testing, Life Cycle Assessment, Observations, and Findings | 381 | 223 | 158 | 58.5% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 377 | 219 | 158 | 58.1% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 352 | 59 | 293 | 16.8% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 350 | 213 | 137 | 60.9% |
| 1642874z | Smoothness Monitoring of Selected Concrete Surfaces | 342 | 182 | 160 | 53.2% |
| 6bq1367s | Final Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove and Continuously Reinforced Concrete Pavements | 334 | 142 | 192 | 42.5% |
| 03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 331 | 179 | 152 | 54.1% |
| 9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 316 | 185 | 131 | 58.5% |
| 35m230ss | RAP and RAS in HMA Pilot Project on SBD 215: Material Testing, Observations, and Findings | 315 | 209 | 106 | 66.3% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 309 | 160 | 149 | 51.8% |
| 1nv61065 | Feasibility of Cold Central Plant Recycling Asphalt Mixtures for Airports: Task 1 Report | 307 | 116 | 191 | 37.8% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 294 | 181 | 113 | 61.6% |
| 8378s3vk | Full-Depth Pavement Reclamation with Foamed Asphalt: Final Report | 291 | 150 | 141 | 51.5% |
| 0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 290 | 77 | 213 | 26.6% |
| 2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded | 288 | 57 | 231 | 19.8% |
| 54w74550 | Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME | 286 | 66 | 220 | 23.1% |
| 72d3q2h4 | Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California | 284 | 103 | 181 | 36.3% |
| 8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 280 | 146 | 134 | 52.1% |
| 9tt18741 | Cold Central Plant Recycling Study: Test Track Construction, Layout, and Instrumentation | 278 | 165 | 113 | 59.4% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 277 | 34 | 243 | 12.3% |
| 26j0x5pw | Cold Central Plant Recycling Study: First-Level Analysis of Heavy Vehicle Simulator Testing | 276 | 188 | 88 | 68.1% |
| 9461z5xm | Update of the PG Binder Map in California Using the Enhanced Integrated Climate Model (EICM) and LTPPBind Online | 275 | 136 | 139 | 49.5% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 271 | 158 | 113 | 58.3% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 260 | 120 | 140 | 46.2% |
| 3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 256 | 85 | 171 | 33.2% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 254 | 50 | 204 | 19.7% |
| 7k18r2tx | Investigation into the Use of Reclaimed Asphalt Pavement in Gap- and Open-Graded Asphalt Rubber Mixes: Phase 2: Laboratory Testing of Aggregate Replacement and CalME Simulation | 254 | 163 | 91 | 64.2% |
| 91n0g02n | Durability Testing of LCB and CTB Materials Supplied by Caltrans | 253 | 147 | 106 | 58.1% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 250 | 42 | 208 | 16.8% |
| 1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 248 | 92 | 156 | 37.1% |
| 50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 243 | 148 | 95 | 60.9% |
| 5ch1x4xn | What Can You Do with a County Road that You Can’t Afford to Maintain? | 233 | 46 | 187 | 19.7% |
| 5jq7m36t | Development of Caltrans Concrete Overlay on Asphalt Pavement Design Catalog Tables Using Pavement ME | 233 | 105 | 128 | 45.1% |
| 8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 232 | 133 | 99 | 57.3% |
| 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 | 230 | 149 | 81 | 64.8% |
| 8126d40q | Evaluation of Recycled Asphalt Concrete Materials as Aggregate Base | 225 | 137 | 88 | 60.9% |
| 4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 218 | 61 | 157 | 28.0% |
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