University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for July through October, 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 | 1,438 | 159 | 1,279 | 11.1% |
| 9pf3f8gm | Literature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use | 1,070 | 445 | 625 | 41.6% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 717 | 199 | 518 | 27.8% |
| 6sr85541 | Site Investigation Guide for Mechanistic-Empirical Design of California Pavements | 635 | 188 | 447 | 29.6% |
| 70v6b651 | Guidelines for the Stabilization of Subgrade Soils in California | 589 | 141 | 448 | 23.9% |
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 452 | 81 | 371 | 17.9% |
| 6k69q4rz | Evaluation of Sustainable and Cost-Effective Concrete Pavement Life | 447 | 186 | 261 | 41.6% |
| 8b52q3s4 | Twenty-Year Performance Review of Asphalt Concrete Long-LifePavements with Performance-Related Specifications | 447 | 213 | 234 | 47.7% |
| 2tc6c1wc | Performance Evaluation of Recycled and Virgin Fibers in Fiber-Reinforced Concrete for Pavement Applications—Laboratory Test Results | 433 | 217 | 216 | 50.1% |
| 8nv6s5x2 | Further Development Toward Implementation of Likely Supplementary Cementitious Materials (SCMs) | 423 | 143 | 280 | 33.8% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 418 | 166 | 252 | 39.7% |
| 14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 416 | 237 | 179 | 57.0% |
| 5877p48t | 100% RAP Pilot Project on SBD 40: Material Testing, Life Cycle Assessment, Observations, and Findings | 414 | 217 | 197 | 52.4% |
| 1nv61065 | Feasibility of Cold Central Plant Recycling Asphalt Mixtures for Airports: Task 1 Report | 406 | 155 | 251 | 38.2% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 395 | 231 | 164 | 58.5% |
| 0x08g456 | CAL/APT Program--Comparison of Caltrans and AASHTO Pavement Design Methods | 391 | 86 | 305 | 22.0% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 383 | 67 | 316 | 17.5% |
| 6bq1367s | Final Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove and Continuously Reinforced Concrete Pavements | 352 | 144 | 208 | 40.9% |
| 2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded | 345 | 73 | 272 | 21.2% |
| 03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 329 | 180 | 149 | 54.7% |
| 0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 329 | 97 | 232 | 29.5% |
| 26j0x5pw | Cold Central Plant Recycling Study: First-Level Analysis of Heavy Vehicle Simulator Testing | 328 | 196 | 132 | 59.8% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 328 | 56 | 272 | 17.1% |
| 9461z5xm | Update of the PG Binder Map in California Using the Enhanced Integrated Climate Model (EICM) and LTPPBind Online | 328 | 136 | 192 | 41.5% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 323 | 196 | 127 | 60.7% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 319 | 183 | 136 | 57.4% |
| 9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 319 | 176 | 143 | 55.2% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 316 | 158 | 158 | 50.0% |
| 54w74550 | Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME | 313 | 84 | 229 | 26.8% |
| 1642874z | Smoothness Monitoring of Selected Concrete Surfaces | 309 | 148 | 161 | 47.9% |
| 8378s3vk | Full-Depth Pavement Reclamation with Foamed Asphalt: Final Report | 304 | 154 | 150 | 50.7% |
| 72d3q2h4 | Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California | 295 | 110 | 185 | 37.3% |
| 35m230ss | RAP and RAS in HMA Pilot Project on SBD 215: Material Testing, Observations, and Findings | 291 | 182 | 109 | 62.5% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 289 | 149 | 140 | 51.6% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 286 | 48 | 238 | 16.8% |
| 8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 282 | 148 | 134 | 52.5% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 281 | 60 | 221 | 21.4% |
| 8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 279 | 131 | 148 | 47.0% |
| 5ch1x4xn | What Can You Do with a County Road that You Can’t Afford to Maintain? | 269 | 53 | 216 | 19.7% |
| 3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 258 | 82 | 176 | 31.8% |
| 8bm2k0t9 | RAP and RAS in HMA Pilot Project on SJ 26: Material Testing, Observations, and Findings | 258 | 48 | 210 | 18.6% |
| 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 | 257 | 156 | 101 | 60.7% |
| 9tt18741 | Cold Central Plant Recycling Study: Test Track Construction, Layout, and Instrumentation | 256 | 156 | 100 | 60.9% |
| 2m68s1jg | Impact of Pavement Roughness on Vehicle Free-Flow Speed | 255 | 95 | 160 | 37.3% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 254 | 110 | 144 | 43.3% |
| 91n0g02n | Durability Testing of LCB and CTB Materials Supplied by Caltrans | 251 | 130 | 121 | 51.8% |
| 5jq7m36t | Development of Caltrans Concrete Overlay on Asphalt Pavement Design Catalog Tables Using Pavement ME | 249 | 121 | 128 | 48.6% |
| 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 | 249 | 145 | 104 | 58.2% |
| 2219w9s1 | Balanced Mix Design Rut Test Validation Test Track: Construction of HMA Sections | 248 | 37 | 211 | 14.9% |
| 50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 248 | 150 | 98 | 60.5% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.