University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for May through August, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 9pf3f8gm | Literature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use | 1,200 | 373 | 827 | 31.1% |
| 0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 969 | 168 | 801 | 17.3% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 641 | 248 | 393 | 38.7% |
| 2tc6c1wc | Performance Evaluation of Recycled and Virgin Fibers in Fiber-Reinforced Concrete for Pavement Applications—Laboratory Test Results | 553 | 201 | 352 | 36.3% |
| 6sr85541 | Site Investigation Guide for Mechanistic-Empirical Design of California Pavements | 506 | 206 | 300 | 40.7% |
| 6k69q4rz | Evaluation of Sustainable and Cost-Effective Concrete Pavement Life | 496 | 169 | 327 | 34.1% |
| 14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 468 | 262 | 206 | 56.0% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 444 | 228 | 216 | 51.4% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 434 | 246 | 188 | 56.7% |
| 70v6b651 | Guidelines for the Stabilization of Subgrade Soils in California | 433 | 123 | 310 | 28.4% |
| 5877p48t | 100% RAP Pilot Project on SBD 40: Material Testing, Life Cycle Assessment, Observations, and Findings | 417 | 256 | 161 | 61.4% |
| 8b52q3s4 | Twenty-Year Performance Review of Asphalt Concrete Long-LifePavements with Performance-Related Specifications | 410 | 249 | 161 | 60.7% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 406 | 244 | 162 | 60.1% |
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 404 | 115 | 289 | 28.5% |
| 8bm2k0t9 | RAP and RAS in HMA Pilot Project on SJ 26: Material Testing, Observations, and Findings | 397 | 49 | 348 | 12.3% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 395 | 242 | 153 | 61.3% |
| 26j0x5pw | Cold Central Plant Recycling Study: First-Level Analysis of Heavy Vehicle Simulator Testing | 394 | 284 | 110 | 72.1% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 393 | 206 | 187 | 52.4% |
| 1642874z | Smoothness Monitoring of Selected Concrete Surfaces | 388 | 220 | 168 | 56.7% |
| 35m230ss | RAP and RAS in HMA Pilot Project on SBD 215: Material Testing, Observations, and Findings | 378 | 252 | 126 | 66.7% |
| 9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 376 | 225 | 151 | 59.8% |
| 6bq1367s | Final Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove and Continuously Reinforced Concrete Pavements | 374 | 159 | 215 | 42.5% |
| 03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 367 | 204 | 163 | 55.6% |
| 0x08g456 | CAL/APT Program--Comparison of Caltrans and AASHTO Pavement Design Methods | 359 | 93 | 266 | 25.9% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 356 | 67 | 289 | 18.8% |
| 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 | 352 | 229 | 123 | 65.1% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 333 | 204 | 129 | 61.3% |
| 8378s3vk | Full-Depth Pavement Reclamation with Foamed Asphalt: Final Report | 330 | 172 | 158 | 52.1% |
| 8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 317 | 192 | 125 | 60.6% |
| 72d3q2h4 | Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California | 310 | 111 | 199 | 35.8% |
| 8126d40q | Evaluation of Recycled Asphalt Concrete Materials as Aggregate Base | 308 | 174 | 134 | 56.5% |
| 9tt18741 | Cold Central Plant Recycling Study: Test Track Construction, Layout, and Instrumentation | 305 | 178 | 127 | 58.4% |
| 8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 292 | 154 | 138 | 52.7% |
| 0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 291 | 98 | 193 | 33.7% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 290 | 152 | 138 | 52.4% |
| 91n0g02n | Durability Testing of LCB and CTB Materials Supplied by Caltrans | 290 | 171 | 119 | 59.0% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 287 | 58 | 229 | 20.2% |
| 1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 284 | 104 | 180 | 36.6% |
| 1nv61065 | Feasibility of Cold Central Plant Recycling Asphalt Mixtures for Airports: Task 1 Report | 281 | 119 | 162 | 42.3% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 277 | 74 | 203 | 26.7% |
| 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 | 276 | 177 | 99 | 64.1% |
| 2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded | 272 | 85 | 187 | 31.3% |
| 3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 270 | 121 | 149 | 44.8% |
| 9461z5xm | Update of the PG Binder Map in California Using the Enhanced Integrated Climate Model (EICM) and LTPPBind Online | 266 | 146 | 120 | 54.9% |
| 50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 263 | 162 | 101 | 61.6% |
| 54w74550 | Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME | 259 | 74 | 185 | 28.6% |
| 4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 254 | 86 | 168 | 33.9% |
| 5sn5f1xn | Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review | 253 | 45 | 208 | 17.8% |
| 20t28351 | Cold Recycling Study: Testing to Develop Standard Mix Design and QualityControl/Quality Assurance Testing Procedures for Cold Recycling Project Specifications (Imperial Units) | 247 | 152 | 95 | 61.5% |
| 2m68s1jg | Impact of Pavement Roughness on Vehicle Free-Flow Speed | 247 | 79 | 168 | 32.0% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.