MATERIALS ENGINEERING AND TESTING SERVICES
Office of Rigid Pavement Materials and Structural Concrete
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Materials Engineering and Testing Services
Office of Rigid Pavement Materials and
Structural Concrete
PCC RESEARCH REPORTS
56-15 Factors Influencing Shrinkage of PCC Pavements
57-08 Pavement Roughness from Profilograms
60-19 Faulting of PCC Pavements over Treated Bases
60-22 Alkali Aggregate Reactivity w/Low-Alkali Cement
61-04 Shrinkage of Model Concrete Beams Stored Outside
61-11 California's Experience with Concrete Pavements
61-15 Factors Influencing Drying Shrinkage of Concrete
61-20 Causes and Prevention of Erratic Cracking in Concrete Pavement
62-25 Strength, Shrinkage of Concrete w/Various Cements & Cement Contents
63-04 Background on Kelly Ball for Measuring Slump
64-05 Experimental Pavement with Compensated Shrinkage Cement
65-02 Effects of Air Entraining Agents on Concrete Properties
65-11 Compensated Shrinkage Cement in Pavement
65-13 Abrasion Resistance of Concrete Surfaces
67-02 Study of Unit Weight, Volume and Cement Factor of Fresh Concrete
67-10 Blast Furnace Slag as an Aggregate for Concrete
67-11 Comparison of the CHLOE Profilometer and the Calif. Profilograph
67-22 Flexural Strength vs. Indirect Tensile Strength of Concrete
67-30 Comparison of 1 ½” vs. ¾” Aggregate in Concrete
68-03 Shrinkage Compensated Cement in Highway Concrete
68-05 Curing Compounds for PCC – Interim Report
68-44 Investigation of Concrete to Cracking
70-09 California Pavement Faulting Study – Interim Report
70-12 Concrete Creep Study – Interim Report
71-07 Investigation of Unbonded PCC Overlays
71-40 Concrete Cylinders for PCC Pavement Control
72-32 Effect of Broom Texturing on Motorcycle Rideability
72-51 Faulting of Portland Cement Concrete Pavements
73-01 Recent Experimental Pavements in California
73-15 Evaluation of Shrinkage Compensated Cement
73-26 Transverse Joints by Sawing and by Inserts
73-56 Air Cooled Blast Furnace Slag as Aggregate for PCC – Final Report
75-07 PCC Pavement Texture Quality
75-37 California Trials with Lean Concrete Base (LCB)
75-44 Concrete Aggregate Durability Test
75-52 Concrete Curing Products and Practices
76-18 Rehabilitation of Faulted Pavements by Grinding
76-55 Cement Content of Fresh Concrete
76-63 Curing Compounds for PCC
77-20 Faulting of PCC Pavements
78-06 Performance of PCC Pavements
78-14 Surface Textures for PCC Pavements
78-15 Evaluation of Cold Planers for Grinding PCC Pavements
78-19 Effect of Pavement Grooving on Skid Resistance
78-29 Performance of Experimental Pavement Sections
79-14 Evaluation and Calibration of Road Meters
80-23 Model Slab Faulting Study
83-04 California's Thin Bonded PCC Overlay
85-05 Evaluation of PCC Pavement Tine Texturing Patterns
85-06 California PCC Pavement Faulting Studies – A Summary
85-07 Evaluation of Design Changes and Experimental Construction
85-16 New Materials and Techniques for the Rehabilitation of PCC
85-19 Experimental Overlays w/Set 45, MMA, and Polyester Concrete
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