00205907

Component

https://onlinepubs.trb.or...bproceedings/27/27-005.pdf

TWO SECTIONS OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT WERE CONSTRUCTED ON A LENGTH OF HIGHWAY WHICH CARRIES A CONSIDERABLE VOLUME OF HEAVY TRUCK TRAFFIC. REFERENCE LINES WERE ESTABLISHED TO DETERMINE THE MAGNITUDE OF SUBSEQUENT LONGITUDINAL MOVEMENTS OF THE ENDS AND INTERIOR PORTIONS OF THE CONTINUOUSLY REINFORCED SECTIONS, GAUGE POINTS WERE INSTALLED TO DETERMINE THE WIDTH OF CRACKS, CHANGES IN SECTION LENGTH, CHANGES IN WIDTHS OF ALL TRANSVERSE JOINTS, AND THE AMOUNT OF OPENING OF THE LONGITUDINAL JOINTS. /AUTHOR/

Vol 27, pp 33-42, 6 FIG, 2 TAB. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

01490410

1948

Highway Research Board Proceedings

Digital/other

Concrete; Continuously reinforced concrete pavements; Cracking; Longitudinal joints; Test sections; Transverse joints; Trucks; Width

Concrete cracking; Longitudinal movement

Highways; Motor Carriers; Pavements

TRIS, TRB

Jul 2 1971 12:00AM

• A DISCUSSION OF CEMENT HYDRATION IN RELATION TO THE CURING OF CONCRETE
• A METHOD FOR ESTIMATING REQUIRED THICKNESSES OF FLEXIBLE BASE
• A STUDY OF DELAYED FINISHING OF CONCRETE SLABS
• A STUDY OF SLAB ACTION IN CONCRETE PAVEMENTS UNDER STATIC LOADS
• AN EXPERIMENTAL CONTINUOUSLY REINFORCED CONCRETE PAVEMENT IN ILLINOIS
• APPLICATION OF METROPOLITAN ORIGIN-DESTINATION SURVEYS TO TRANSIT PLANNING
• BRAKING AND TRACTION TESTS ON ICE, SNOW, AND ON BARE PAVEMENTS
• CERTAIN STRUCTURAL COMPONENTS OF LETTERS FOR IMPROVING THE EFFICIENCY OF THE STOP SIGN
• CLAY TECHNOLOGY AND ITS APPLICATION TO SOIL STABILIZATION
• CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS WITHOUT JOINTS
• DESIGN OF FLEXIBLE BASES
• DEVELOPMENT OF CEMENT - SLURRY MIXTURES FOR USE IN CORRECTING PUMPING PAVEMENTS
• DURABILITY OF ASPHALT IN HOT MIXED ASPHALT CONCRETE PAVEMENT
• EFFECT OF AIR ENTRAINMENT ON THE DURABILITY CHARACTERISTICS OF CONCRETE AGGREGATES
• EFFECTS OF CALCIUM CHLORIDE ON CONCRETE
• FINDING ADDITIONAL REVENUE FOR CITIES
• FLEXIBLE PAVEMENTS - DESIGN AND SELECTION OF MATERIALS
• FORMATION OF WASHBOARD WAVES ON DESERT ROADS
• FRINGE PARKING IN RELATION TO TRAFFIC CONGESTION
• FUNDAMENTAL SIMILARITIES BETWEEN ELECTRO-OSMOTIC AND THERMO- OSMOTIC PHENOMENA
• FURTHER METHODS FOR THE ANALYSIS OF DATA TAKEN IN THE HVEEM STABILITY TEST
• GEOTECHNICS AND GEOTECHNICAL RESEARCH
• INFLUENCE OF EXPRESSWAYS IN DIVERTING TRAFFIC FROM ALTERNATE ROUTES AND IN GENERATING NEW TRAFFIC
• INTERSTATE RECIPROCITY IN THE REGULATION AND TAXATION OF MOTOR VEHICLES
• PAVEMENT EVALUATION BY LOADING TESTS AT NAVAL AND MARINE CORPS AIR STATIONS
• PAVEMENT PUMPING CORRELATED WITH TRAFFIC LOADS
• PROGRESS REPORT OF COMMITTEE ON MAINTENANCE COSTS; COST TRENDS 1935-1947
• PROGRESS REPORT ON LOAD DEFLECTION TESTS DEALING WITH LENGTH AND SIZE OF DOWELS
• RELATION BETWEEN THE PLASTIC INDEX AND THE PERCENTAGE OF FINES IN GRANULAR SOIL STABILIZATION
• REPORT OF THE COMMITTEE ON ROADSIDE DEVELOPMENT
• SCANDINAVIAN SOIL FROST RESEARCH OF THE PAST DECADE
• SENSITIVITY OF CLAY TO REMOLDING AND ITS POSSIBLE CAUSES
• SILICIC CHEMISTRY IN HIGHWAY RESEARCH
• SIMPLIFIED METHODS FOR TRAVEL STUDIES IN SMALLER CITIES
• SOME PRACTICES USED BY OHIO IN THE SALVAGING OF OLD PAVEMENTS
• SUGGESTED APPROACHES TO THE PROBLEMS OF HIGHWAY TAXATION
• TESTING OF SUBMERGED BITUMEN-SAND MIXTURES BY SLOW REPETITIONAL LOADING
• THE EFFECT OF CALCIUM CHLORIDE ON THE COMPACTIVE EFFORT AND WATER RETENTION CHARACTERISTICS OF SOILS
• THE EFFECT ON DRIVER BEHAVIOR ON CENTER LINES ON TWO-LANE ROADS
• THE PHOENIX-TUCSON ROUTE STUDY
• THE POTENTIAL USE OF AERIAL PHOTOGRAPHS IN TRAFFIC ANALYSIS
• TRAFFIC PATTERNS AT A NARROW BRIDGE
• TREATMENT OF PUMPING PAVEMENTS WITH CEMENT-SLURRY MIXTURES
• USE OF VIBRATION IN PLACING SCREENINGS IN MACADAM BASES
• WYOMING METHOD OF FLEXIBLE PAVEMENT DESIGN