University of California Pavement Research Center

Parent: UC Davis Institute of Transportation Studies

eScholarship stats: History by Item for January through April, 2025

Item	Title	Total requests	2025-04	2025-03	2025-02	2025-01
8g87z17r	Life Cycle Assessment of Asphalt Binder, Warm Mix Asphalt Additives, and Bonded Concrete Overlay of Asphalt for California Conditions	264	28	32	89	115
14r6b3x8	Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations	226	58	43	48	77
4z94w3xr	Effects of Increased Weights of Alternative Fuel Trucks on Pavement and Bridges	194	45	57	34	58
9pf3f8gm	Literature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use	182	161	21
0347c9zj	Guidelines for the Selection, Specification, and Application of Chemical Dust Control and Stabilization Treatments on Unpaved Roads	129	43	29	37	20
2np2f69j	Use of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded	109	19	35	29	26
0mx245rd	Life Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations	107	37	29	29	12
54z679x4	Guide for Partial- and Full-Depth Pavement Recycling in California	105	27	42	26	10
80c7d0rc	Fatigue Performance of Asphalt Concrete Mixes and Its Relationship to Asphalt Concrete Pavement Performance in California	102	24	31	32	15
9gn079w4	Analysis of Recycling Agent Effects on the Mechanical Properties of HMA with High Recycled Binder Ratios	97	19	24	28	26
9f5181j1	eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements	90	22	28	26	14
7rv0p26c	Noise Barrier Design: Danish and Some European Examples	86	23	20	17	26
8v36909g	Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans	83	17	32	22	12
31n5j963	Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers — Phase 2a Literature Review and FDR-C Test Road Construction and Monitoring	81	20	22	23	16
5sn5f1xn	Early-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review	79	15	34	15	15
1nm5c9gp	Pavement Environmental Life Cycle Assessment Tool for Local Governments	76	18	39	11	8
1870m3g9	Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review	73	25	19	13	16
4jp5g461	Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements	72	15	22	19	16
7208x78q	White Paper on Alternate Strategies for Reducing Greenhouse Gas Emissions: A Life Cycle Approach Using a Supply Curve	71	15	21	20	15
39w1j16d	Development of Performance-Based Specifications for Asphalt Rubber Binder: Phase 2g Testing of Plant-Sampled Binders and RHMA-G Mixes	70	10	22	23	15
52d1d1q5	Preliminary Study on Developing a Surrogate Performance-Related Test for Fatigue Cracking of Asphalt Pavements	70	8	37	18	7
169477d9	Updating Weigh-in-Motion (WIM) Spectra in PaveM	69	14	28	13	14
8k31f512	UCPRC Life Cycle Assessment Methodology and Initial Case Studies for Energy Consumption and GHG Emissions for Pavement Preservation Treatments with Different Rolling Resistance	69	29	12	16	12
0bx8b68t	Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot-Mix Asphalt. Phase 1: Laboratory Tests and CalME Simulations	67	23	12	20	12
460234g0	Updates to CalME and Calibration of Cracking Models	67	15	20	18	14
6bv7d7t6	Pavement ME Sensitivity Analysis (Version 2.5.3)	65	16	14	18	17
9cw18024	Performance Based Specifications: Literature Review on Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot Mix Asphalt	65	27	14	16	8
40j1p8k7	Laboratory Evaluation of the Mechanical Properties of Asphalt Concrete Reinforced with Aramid Synthetic Fibers	64	19	18	21	6
6q9387qq	Life Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 84	64	13	15	20	16
8h67s9z0	RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings	64	11	21	5	27
8zc70841	Investigation of the Effect of Pavement Deflection on Vehicle Fuel Consumption: Field Testing and Empirical Analysis	64	9	23	18	14
4mq5p6sd	Development of Performance-Based Specifications for Asphalt Rubber Binder: Interim Report on Phase 1 and Phase 2 Testing	63	20	19	16	8
1qh0c638	Lessons Learned from Caltrans Pilot Program for Implementation of EPDs	62	17	10	20	15
88c7551g	Test Method Selection and Validation to Replace the R-Value Test	62	14	17	12	19
6kf121z3	Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections	61	10	22	12	17
8378s3vk	Full-Depth Pavement Reclamation with Foamed Asphalt: Final Report	60	14	12	21	13
0hb6p657	High Percentages of Reclaimed Asphalt Affect the Performance of Asphalt Binder	58	20	28	7	3
54w74550	Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME	58	8	23	17	10
50s4p5z9	2021 Cold Recycling Pilot Projects: Construction and Quality Control	57	12	19	11	15
03p4h24f	Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5)	56	10	19	13	14
3jc3d3xs	Pavement Life Cycle Assessment Workshop: Discussion Summary and Guidelines	56	19	12	12	13
7c50z9dp	Fully Permeable Pavement for Stormwater Management: Progress and Obstacles to Implementation in California	56	22	13	11	10
1642874z	Smoothness Monitoring of Selected Concrete Surfaces	55	17	9	18	11
24p1v6fd	Impact of Silo Storage on the Performance of Plant-Produced Mixes Containing High Content of Reclaimed Asphalt Pavement or Reclaimed Asphalt Shingles	55	13	19	13	10
7vg1c54z	Superpave Implementation Phase II: Comparison of Performance-Related Test Results	55	17	9	20	9
0b9635gm	eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements	54	13	18	11	12
1720m3qt	Pavement Recycling: Shrinkage Crack Mitigation in Cement-Treated Pavement Layers—Phase 2b Laboratory Testing and Performance Modeling	53	13	14	11	15
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	53	6	22	16	9
2p76t1g4	Heavier Alternative Fuel Trucks Are Not Expected to Cause Significant Additional Pavement Damage	52	6	22	13	11
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)	51	14	14	14	9

Top

Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.