Technical Memoranda

Parent: University of California Pavement Research Center

eScholarship stats: History by Item for June through September, 2026

ItemTitleTotal requests2026-092026-082026-072026-06
9pf3f8gmLiterature Review and Industry Survey of Recycled Fibers from Novel and Existing Source Materials for Concrete Use1,005343367165130
2tc6c1wcPerformance Evaluation of Recycled and Virgin Fibers in Fiber-Reinforced Concrete for Pavement Applications—Laboratory Test Results65596134130295
8v36909gPavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans4339114173128
8bm2k0t9RAP and RAS in HMA Pilot Project on SJ 26: Material Testing, Observations, and Findings428259094219
8b52q3s4Twenty-Year Performance Review of Asphalt Concrete Long-LifePavements with Performance-Related Specifications4051181386485
14r6b3x8Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations39810010866124
02m0x1t7Framework and Demonstration of Simulations of Environmental Impacts from Traffic on Highway Construction Work Zones370891774757
1642874zSmoothness Monitoring of Selected Concrete Surfaces3527411746115
35m230ssRAP and RAS in HMA Pilot Project on SBD 215: Material Testing, Observations, and Findings32561828696
54w74550Development of Caltrans Jointed Plain Concrete Pavement Design Catalog Tables Using Pavement ME296831303746
2np2f69jUse of Recycled Asphalt Pavement in Rubberized Hot Mix Asphalt—Gap-Graded295791184553
5sn5f1xnEarly-Age and Premature Cracking in Jointed Plain Concrete Pavements: Literature Review285961214226
9tt18741Cold Central Plant Recycling Study: Test Track Construction, Layout, and Instrumentation28558686099
8h67s9z0RAP and RAS in HMA Pilot Project on ELD 49: Material Testing, Observations, and Findings27854695699
4jp5g461Twenty-Year Performance Review of Long-Life Jointed Plain Concrete Pavements267104962344
0mx245rdLife Cycle Assessment and Life Cycle Cost Analysis for Six Strategies for GHG Reduction in Caltrans Operations26269904063
91n0g02nDurability Testing of LCB and CTB Materials Supplied by Caltrans25843814589
50s4p5z92021 Cold Recycling Pilot Projects: Construction and Quality Control24966674076
5jq7m36tDevelopment of Caltrans Concrete Overlay on Asphalt Pavement Design Catalog Tables Using Pavement ME24178923635
8126d40qEvaluation of Recycled Asphalt Concrete Materials as Aggregate Base23036535289
2m68s1jgImpact of Pavement Roughness on Vehicle Free-Flow Speed223431013544
8nv6s5x2Further Development Toward Implementation of Likely Supplementary Cementitious Materials (SCMs)2146210745
6sf8b402Effects of Milling and Other Repairs on Smoothness of Overlays: Additional Testing on Construction Under Profiler-Based Smoothness Specifications20779554330
3jn462tcFriction Testing of Pavement Preservation Treatments: Literature Review20647725235
6q9387qqLife Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 8420150723841
169477d9Updating Weigh-in-Motion (WIM) Spectra in PaveM19853464059
88c7551gTest Method Selection and Validation to Replace the R-Value Test19245712056
2219w9s1Balanced Mix Design Rut Test Validation Test Track: Construction of HMA Sections186357279
7vj3s6vh2025 Condition Survey of High RAP Pilot Projects on El Dorado 49, San Bernardino 215, and San Joaquin 2618326432985
9f5181j1eLCAP: A Web Application for Environmental Life Cycle Assessment for Pavements18250573639
1qh0c638Lessons Learned from Caltrans Pilot Program for Implementation of EPDs18055652436
20b9h2c2Preliminary Assessment of Effects of Gross Vehicle Weight Limit Increases for Trucks on Pavement Life and Cost17431453167
9jn00543Rest Period Characteristics Under Highway Truck Traffic for Mechanistic-Empirical Designs of Asphalt Concrete Pavements17148592836
1vw9c5zmDevelopment of the CalME Standard Materials Library17065501936
6ks699wsFast-Track Urban Freeway Rehabilitation with 55-hour Weekend Closures: I-710 Long Beach Case Study16446551548
87b7j270Asphalt Compaction Mold: Four-Inch Thick Ingot Mold: Basic Mold Assembly and Operating Instructions15257561227
7gx243g4Assessment of Field Performance of Rubberized HMA with RAP Pilot Projects—Year 31465987
4bp7602fWarm-Mix Asphalt Study: Field Test Performance Evaluation14342452333
43r2938wDevelopment of Thin Bonded Concrete Overlay of Asphalt Design Method: Evaluation of Existing Mechanistic-Empirical Design Methods14243331947
1cr8z3hfFirst-Level Analysis of Heavy Vehicle Simulator Testing on Three RHMA-G Mixes to Investigate Performance with Reclaimed Asphalt Pavement Aggregate Replacement14033463328
4vj060rvThin Concrete Overlay on Asphalt Pilot Project at Woodland SR 113: Initial Performance14035531636
56w8m91kInvestigation of Wet-Process Asphalt Rubber Binder Testing with Modified Dynamic Shear Rheometer: Interim Report on Screening Tests13927461254
6qb3d9dxPavement Recycling: Literature Review on Shrinkage Crack Mitigation in Cement-Stabilized Pavement Layers13835502231
9cw18024Performance Based Specifications: Literature Review on Increasing Crumb Rubber Usage by Adding Small Amounts of Crumb Rubber Modifier in Hot Mix Asphalt12139331732
3jc3d3xsPavement Life Cycle Assessment Workshop: Discussion Summary and Guidelines11625382528
893562thAlligator Cracking Performance and Life-Cycle Cost Analysis of Pavement Preservation Treatments11643391717
7j88s7mtContinued Noise and Smoothness Monitoring on Concrete Pilot Projects of Grind and Groove on Existing Pavement and Current Texture Types on Continuously Reinforced Concrete Pavements11432372619
404171tnTests to Evaluate the Stiffness and Permanent Deformation Characteristics of Asphalt/Binder-Aggregate Mixes - A Critical Discussion11119401834
4z72v97nDevelopment of Hot Mix Asphalt Pavement Performance Properties for Long-life Pavement Design: Caltrans District 2, Interstate 5, Red Bluff, California11030411722
7sd8w618Evaluation of the Effect of Deflection Waveform on Fatigue Test Results for Hot Mix Asphalt10632311033

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