00217129

Component

https://onlinepubs.trb.or...bproceedings/39/39-018.pdf

THE CHARACTERISTICS OF GOOD ADHESION, CHEMICAL RESISTANCE, AND INHERENT TOUGHNESS FOUND IN EPOXY RESIN SURFACE COATINGS ARE NOW WELL KNOWN. THESE SAME DESIRABLE PROPERTIES CAN BE INCORPORATED READILY INTO TRAFFIC MARKING PAINTS EXHIBITING EXCELLENT DURABILITY. TWO GENERAL CLASSES OF EPOXY RESIN- BASED TRAFFIC PAINTS ARE DISCUSSED: THE AMINE-CURED TYPE AND THE ESTER TYPE. FIELD TEST EXPERIENCE WITH BOTH TYPES OF PAINT IS COVERED, SHOWING RELATIVE ADVANTAGES OF EACH TYPE. INCLUDED IS A BRIEF DISCUSSION OF SOLVENT-FREE EPOXY RESIN COATINGS AS A NEW APPROACH TO TRAFFIC STRIPING PAINTS. SPECIAL EQUIPMENT AND TECHNIQUES ALLOW EFFICIENT APPLICATION OF THICK DURABLE MARKING PAINTS. /AUTHOR/

Vol 39, pp 336-339, 4 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.

01490411

1960

Highway Research Board Proceedings

Digital/other

Amines; Coatings; Durability; Epoxy resins; Field tests; Road marking materials; Traffic paint

Geotechnology; Highways; Materials

TRIS, TRB

Aug 29 1971 12:00AM

• A COMPREHENSIVE ANALYSIS OF MOTOR VEHICLE LICENSE PLATES
• A CRITIQUE OF SOME RECENT ECONOMIC STUDIES COMPARING ALTERNATE HIGHWAY LOCATIONS
• APPLICATION OF DIGITAL SIMULATION TECHNIQUES TO FREEWAY ON- RAMP TRAFFIC OPERATIONS
• COMPARISON OF GENERAL ROUTES BY TERRAIN APPRAISAL METHODS IN NEW YORK STATE
• CONCERNING A MECHANISM FOR SOIL MOISTURE TRANSLOCATION IN THE FILM PHASE UPON FREEZING
• COOPERATIVE EXAMINATION OF CORES FROM THE MCPHERSON TEST ROAD
• DESIGN CORRELATIONS FOR KENYA RED AND RED-BROWN SOILS
• DESIGN OF A PRESSURE-SENSITIVE CELL AND MODEL STUDIES OF PRESSURES IN A FLEXIBLE PAVEMENT SUBGRADE
• DESIGN OF REFLECTORIZED MOTOR VEHICLE LICENSE PLATES
• DESIGNING FINE BITUMINOUS MIXTURES FOR HIGH SKID RESISTANCE
• DETERMINATION OF OVERSIZED VEHICLE TRACKING PATTERNS BY ADJUSTABLE SCALE MODEL
• DEVELOPING A SYSTEM OF COST ACCOUNTING FOR COUNTY HIGHWAY DEPARTMENTS
• DIFFERENT CARS AS A PREDICTABLE PROPORTION OF ALL CARS IN TRAFFIC
• DRIVER EYE HEIGHT AND RELATED HIGHWAY DESIGN FEATURES
• EFFECT OF SHOCK WAVES ON TUNNEL TRAFFIC FLOW
• EFFECTS OF HEAVY-LOAD TRAFFIC ON A SHALLOW-BURIED FLEXIBLE PIPE
• EXPERIENCE WITH SHEAR REINFORCEMENT IN REINFORCED CONCRETE PIPE
• FABRICATION AND DESIGN OF STRUCTURES OF T-1 STEEL
• FAILURE CONDITIONS OF FLEXIBLE CULVERTS EMBEDDED IN SOIL
• FILLET WELD KEYHOLE T BEND TEST
• Final Report on Durability Project, Michigan Test Road
• FLEXIBLE PAVEMENT DEFLECTION STUDY IN NORTH CAROLINA
• HEADWAY CHARACTERISTICS AND INTERRELATIONSHIPS OF FUNDAMENTAL CHARACTERISTICS OF TRAFFIC FLOW
• HIGH-STRENGTH REINFORCING STEELS FOR CONCRETE BRIDGES
• HIGHWAY PLANNING FOR A GROWING ECONOMY
• HUMAN FACTORS IN THE DESIGN OF PASSENGER CARS: AN EVALUATION STUDY OF MODELS PRODUCED IN 1957
• INFLUENCE OF VIBRATING BEAMS ON COMPACTION OF CONCRETE SURFACINGS
• MOTOR-CARRIER RATE REGULATION: A CASE STUDY IN CARTEL CONTROL
• REVIEW OF VEHICLE DIMENSIONS AND PERFORMANCE CHARACTERISTICS
• ROADSIDE DESIGN FOR SAFETY
• STRESS-STRAIN CHARACTERISTICS OF COMPACTED CLAY UNDER VARIED RATES OF STRAIN
• THE CORRUGATED METAL CONDUIT AS A COMPRESSION RING
• THE EFFECT OF STIFFNESS RATIO ON PAVEMENT STRESS ANALYSIS
• THE MCPHERSON TEST ROAD: TENTH-YEAR REPORT
• THE STATIC AND VIBRATORY CUTTING AND PENETRATION OF SOILS
• THE STATUS OF ELECTRONIC COMPUTATION IN HIGHWAY ENGINEERING
• THE TRANSPORTATION COMPANY: AN ECONOMIC INEVITABILITY
• TIME-DEPENDENT DEFORMATIONS OF PLAIN CONCRETE
• TREATMENT OF DEFERRED COSTS IN ECONOMIC ANALYSES
• WARPING STRESSES AND DEFLECTIONS IN CONCRETE PAVEMENTS: PART II