University of California Pavement Research Center
Parent: UC Davis Institute of Transportation Studies
eScholarship stats: Breakdown by Item for April through July, 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 | 1,034 | 361 | 673 | 34.9% |
| 14r6b3x8 | Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations | 596 | 313 | 283 | 52.5% |
| 54z679x4 | Guide for Partial- and Full-Depth Pavement Recycling in California | 469 | 263 | 206 | 56.1% |
| 6k69q4rz | Evaluation of Sustainable and Cost-Effective Concrete Pavement Life | 467 | 155 | 312 | 33.2% |
| 26j0x5pw | Cold Central Plant Recycling Study: First-Level Analysis of Heavy Vehicle Simulator Testing | 455 | 322 | 133 | 70.8% |
| 31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 454 | 257 | 197 | 56.6% |
| 6sr85541 | Site Investigation Guide for Mechanistic-Empirical Design of California Pavements | 453 | 251 | 202 | 55.4% |
| 0347c9zj | Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads | 452 | 181 | 271 | 40.0% |
| 1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 450 | 265 | 185 | 58.9% |
| 5877p48t | 100% RAP Pilot Project on SBD 40: Material Testing, Life Cycle Assessment, Observations, and Findings | 445 | 276 | 169 | 62.0% |
| 2tc6c1wc | Performance Evaluation of Recycled and Virgin Fibers in Fiber-Reinforced Concrete for Pavement Applications—Laboratory Test Results | 424 | 135 | 289 | 31.8% |
| 8b52q3s4 | Twenty-Year Performance Review of Asphalt Concrete Long-LifePavements with Performance-Related Specifications | 418 | 276 | 142 | 66.0% |
| 35m230ss | RAP and RAS in HMA Pilot Project on SBD 215: Material Testing, Observations, and Findings | 413 | 279 | 134 | 67.6% |
| 8v36909g | Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans | 413 | 239 | 174 | 57.9% |
| 4z94w3xr | Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges | 412 | 166 | 246 | 40.3% |
| 03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 408 | 241 | 167 | 59.1% |
| 1642874z | Smoothness Monitoring of Selected Concrete Surfaces | 405 | 241 | 164 | 59.5% |
| 6bq1367s | Final Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove and Continuously Reinforced Concrete Pavements | 396 | 189 | 207 | 47.7% |
| 6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 395 | 248 | 147 | 62.8% |
| 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 | 395 | 252 | 143 | 63.8% |
| 52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 391 | 218 | 173 | 55.8% |
| 9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 389 | 250 | 139 | 64.3% |
| 8h67s9z0 | RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings | 388 | 246 | 142 | 63.4% |
| 8126d40q | Evaluation of Recycled Asphalt Concrete Materials as Aggregate Base | 355 | 202 | 153 | 56.9% |
| 9tt18741 | Cold Central Plant Recycling Study: Test Track Construction, Layout, and Instrumentation | 334 | 209 | 125 | 62.6% |
| 8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 333 | 227 | 106 | 68.2% |
| 8378s3vk | Full-Depth Pavement Reclamation with Foamed Asphalt: Final Report | 319 | 190 | 129 | 59.6% |
| 8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 318 | 150 | 168 | 47.2% |
| 8bm2k0t9 | RAP and RAS in HMA Pilot Project on SJ 26: Material Testing, Observations, and Findings | 313 | 36 | 277 | 11.5% |
| 91n0g02n | Durability Testing of LCB and CTB Materials Supplied by Caltrans | 310 | 181 | 129 | 58.4% |
| 70v6b651 | Guidelines for the Stabilization of Subgrade Soils in California | 309 | 112 | 197 | 36.2% |
| 7rv0p26c | Noise Barrier Design: Danish and Some European Examples | 307 | 168 | 139 | 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 | 300 | 107 | 193 | 35.7% |
| 72d3q2h4 | Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California | 300 | 122 | 178 | 40.7% |
| 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 | 298 | 203 | 95 | 68.1% |
| 0mx245rd | Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations | 294 | 66 | 228 | 22.4% |
| 1nv61065 | Feasibility of Cold Central Plant Recycling Asphalt Mixtures for Airports: Task 1 Report | 291 | 144 | 147 | 49.5% |
| 50s4p5z9 | 2021 Cold Recycling Pilot Projects: Construction and Quality Control | 290 | 189 | 101 | 65.2% |
| 460234g0 | Updates to CalME and Calibration of Cracking Models | 276 | 110 | 166 | 39.9% |
| 1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 267 | 86 | 181 | 32.2% |
| 02m0x1t7 | Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones | 264 | 74 | 190 | 28.0% |
| 2np2f69j | Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded | 259 | 99 | 160 | 38.2% |
| 4jp5g461 | Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements | 259 | 93 | 166 | 35.9% |
| 9461z5xm | Update of the PG Binder Map in California Using the Enhanced Integrated Climate Model (EICM) and LTPPBind Online | 257 | 149 | 108 | 58.0% |
| 169477d9 | Updating Weigh-in-Motion (WIM) Spectra in PaveM | 254 | 44 | 210 | 17.3% |
| 20t28351 | Cold Recycling Study: Testing to Develop Standard Mix Design and QualityControl/Quality Assurance Testing Procedures for Cold Recycling Project Specifications (Imperial Units) | 252 | 141 | 111 | 56.0% |
| 3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 244 | 130 | 114 | 53.3% |
| 7t66b348 | Full-Depth Recycling Study: Test Track Construction and First-Level Analysis of Phase 1 and Phase 2 HVS Testing, Forensic Investigation, and Phase 1 Laboratory Testing | 244 | 147 | 97 | 60.2% |
| 3dp663w0 | Surface Treatment Macrotexture and Bicycle Ride Quality | 243 | 135 | 108 | 55.6% |
| 4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 243 | 110 | 133 | 45.3% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.