Research Reports
Parent: University of California Pavement Research Center
eScholarship stats: History by Item for March through June, 2025
Item | Title | Total requests | 2025-06 | 2025-05 | 2025-04 | 2025-03 |
---|---|---|---|---|---|---|
5877p48t | 100% RAP Pilot Project on SBD 40: Material Testing, Life Cycle Assessment, Observations, and Findings | 181 | 94 | 87 | ||
6bq1367s | Final Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove and Continuously Reinforced Concrete Pavements | 178 | 60 | 89 | 29 | |
80c7d0rc | Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California | 137 | 43 | 39 | 24 | 31 |
8g87z17r | Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions | 137 | 48 | 29 | 28 | 32 |
9gn079w4 | Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios | 132 | 51 | 38 | 19 | 24 |
4bd2t7fn | Analysis and Estimation of Effective Built-In Temperature Difference for North Tangent Slabs: Data Analysis from the Palmdale, California Rigid Pavement Test Site | 129 | 29 | 69 | 8 | 23 |
1870m3g9 | Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review | 116 | 40 | 32 | 25 | 19 |
9wg2q1v1 | Analysis of 30 Years of Pavement Temperatures using the Enhanced Integrated Climate Model (EICM) | 111 | 55 | 14 | 12 | 30 |
0bx8b68t | Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations | 109 | 39 | 35 | 23 | 12 |
52d1d1q5 | Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements | 108 | 36 | 27 | 8 | 37 |
24p1v6fd | Impact of Silo Storage on the Performance of Plant-Produced Mixes Containing High Content of Reclaimed Asphalt Pavement or Reclaimed Asphalt Shingles | 107 | 48 | 27 | 13 | 19 |
8zc70841 | Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis | 107 | 47 | 28 | 9 | 23 |
8k31f512 | UCPRC Life Cycle Assessment Methodology and Initial Case Studies for Energy Consumption and GHG Emissions for Pavement Preservation Treatments with Different Rolling Resistance | 104 | 40 | 23 | 29 | 12 |
26j0x5pw | Cold Central Plant Recycling Study: First-Level Analysis of Heavy Vehicle Simulator Testing | 101 | 74 | 27 | ||
31n5j963 | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring | 99 | 35 | 22 | 20 | 22 |
0q14d699 | Data Mining of the Caltrans Pavement Management System (PMS) Database | 95 | 36 | 27 | 12 | 20 |
6bv7d7t6 | Pavement ME Sensitivity Analysis (Version 2.5.3) | 95 | 38 | 27 | 16 | 14 |
6pc4478z | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers – Phase 1 Laboratory Testing | 94 | 50 | 23 | 8 | 13 |
460234g0 | Updates to CalME and Calibration of Cracking Models | 93 | 37 | 21 | 15 | 20 |
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 | 93 | 38 | 27 | 6 | 22 |
4mq5p6sd | Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing | 91 | 27 | 25 | 20 | 19 |
1720m3qt | Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling | 90 | 35 | 28 | 13 | 14 |
03p4h24f | Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5) | 88 | 35 | 24 | 10 | 19 |
0pc4t277 | Constructability and Productivity Analysis for Long Life Asphalt Concrete Pavement Rehabilitation Strategies | 87 | 35 | 23 | 12 | 17 |
3b04545v | Accelerated Laboratory Testing for High Early StrengthConcrete for Alkali Aggregate Reaction | 86 | 52 | 11 | 6 | 17 |
11507101 | HVS Test Results on Fast-Setting Hydraulic Cement Concrete, Palmdale, California Test Sections, South Tangent | 82 | 36 | 22 | 12 | 12 |
7vg1c54z | Superpave Implementation Phase II: Comparison of Performance-Related Test Results | 82 | 35 | 21 | 17 | 9 |
39w1j16d | Development of Performance-Based Specifications for Asphalt Rubber Binder: Phase 2g Testing of Plant-Sampled Binders and RHMA-G Mixes | 79 | 24 | 23 | 10 | 22 |
1v52z3nq | Rutting of Caltrans Asphalt Concrete and Asphalt-Rubber Hot MixUnder Different Wheels, Tires and Temperatures – AcceleratedPavement Testing Evaluation | 78 | 27 | 20 | 16 | 15 |
1qb0924p | Development of Performance-Based Specifications for Asphalt Rubber Binder: Phase 2g Additional Testing of Five Plant-Sampled Binders and RHMA G Mixes | 77 | 40 | 21 | 6 | 10 |
0x08g456 | CAL/APT Program--Comparison of Caltrans and AASHTO Pavement Design Methods | 76 | 41 | 17 | 8 | 10 |
2cg8565k | Palmdale South Tangent Slab Built-In Curling and Cracking: Preliminary Analysis Report | 76 | 35 | 12 | 17 | 12 |
6kf121z3 | Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections | 75 | 32 | 11 | 10 | 22 |
8378s3vk | Full-Depth Pavement Reclamation with Foamed Asphalt: Final Report | 74 | 26 | 22 | 14 | 12 |
6vc4p8xt | Contact Stresses of Pneumatic Tires Measured with the Vehicle-Road Surface Pressure Transducer Array (VRSPTA) System for the University of California at Berkeley (UCB) and the Nevada Automotive Test Center (NATC) | 73 | 27 | 18 | 14 | 14 |
0b9635gm | eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements | 71 | 25 | 15 | 13 | 18 |
40j1p8k7 | Laboratory Evaluation of the Mechanical Properties of Asphalt Concrete Reinforced with Aramid Synthetic Fibers | 71 | 22 | 12 | 19 | 18 |
7nq1s7x1 | Accelerated Laboratory Testing for Alkali-Silica Reaction Using ASTM 1293 and Comparison with ASTM 1260 | 71 | 22 | 24 | 9 | 16 |
72d3q2h4 | Evaluation of Grind and Groove (Next Generation Concrete Surface) Pilot Projects in California | 69 | 29 | 19 | 10 | 11 |
00t7h09r | Freight-Truck-Pavement Interaction, Logistics, and Economics: Final Phase 1 Report (Tasks 1–6) | 68 | 29 | 20 | 10 | 9 |
0x34x9w1 | Performance of Caltrans Asphalt Concrete and Asphalt-Rubber Hot Mix Overlays at Moderate Temperatures—Accelerated Pavement Testing Evaluation | 68 | 32 | 12 | 11 | 13 |
4sv13412 | Analysis of Sensitivity of Plain Jointed Concrete Pavement in California to Early-Age Cracking Using HIPERPAV | 68 | 31 | 15 | 3 | 19 |
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 | 68 | 41 | 14 | 9 | 4 |
11s1g5km | Accelerated Test Method for Measuring Sulfate Resistance of Hydraulic Cements for Caltrans LLPRS Program | 65 | 35 | 13 | 9 | 8 |
3xw222tv | CAL/APT Program: Asphalt Treated Permeable Base (ATPB), Laboratory Tests, Performance Predictions and Evaluation of Caltrans and Other Agencies Experience | 65 | 22 | 20 | 10 | 13 |
5sk52735 | CAL/APT Program – Construction of the Goal 3 Overlays and Recommendations for Improved Overlay Performance in California | 65 | 24 | 11 | 9 | 21 |
72q9v4z6 | Performance of Drained and Undrained Flexible Pavement Structures Under Wet Conditions – Accelerated Test Data, Test Section 545, Undrained | 65 | 29 | 13 | 14 | 9 |
86f4f3sr | Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Construction | 65 | 21 | 18 | 10 | 16 |
3p8312vs | Simulation of Cumulative Annual Impact of Pavement Structural Response on Vehicle Fuel Economy for California Test Sections | 64 | 29 | 15 | 11 | 9 |
5jq4m661 | Investigation of the Effect of Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles on the Performance Properties of Asphalt Binders: Phase 1 Laboratory Testing | 63 | 32 | 17 | 5 | 9 |
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