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1989
ACCIDENTS, CONVICTIONS, AND DEMERIT POINTS: AN ONTARIO DRIVER RECORDS STUDY

Transportation Research Record, Issue 1238, p. 53-64

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1989
SUGGESTED IMPROVEMENTS IN DESIGNING SOIL-STEEL STRUCTURES

Transportation Research Record, Issue 1231, p. 96-104

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1989
STEEL ARCHES USED IN BRIDGE RECONSTRUCTION OVER I-5

Transportation Research Record, Issue 1223, p. 46-53

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1989
MORPHOLOGICAL MODELING OF THE CITY AND ITS TRANSPORTATION SYSTEM: A PRELIMINARY INVESTIGATION

Transportation Research Record, Issue 1237, p. 18-28

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1989
DIMENSIONLESS UNIT HYDROGRAPH FOR THE DELMARVA PENINSULA

Transportation Research Record, Issue 1224, p. 79-87

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1989
EFFECT OF TIRE PRESSURE ON FLEXIBLE PAVEMENT RESPONSE AND PERFORMANCE

Transportation Research Record, Issue 1227, p. 97-106

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1989
HEAVY VEHICLE EVALUATION FOR OVERLOAD PERMITS

Transportation Research Record, Issue 1227, p. 194-204

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1989
FIELD TESTING OF A CONCRETE BOX CULVERT

Transportation Research Record, Issue 1231, p. 49-55

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1989
DEVELOPMENT OF KANSAS GUARDRAIL TO BRIDGERAIL TRANSITION DESIGNS USING BARRIER VII

Transportation Research Record, Issue 1233, p. 145-154

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1989
FACTORS AFFECTING STRENGTH AND DURABILITY OF CONCRETE MADE WITH VARIOUS CEMENTS

Transportation Research Record, Issue 1234, p. 13-23

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1989
EFFECT OF TIRE PRESSURE AND TYPE ON RESPONSE OF FLEXIBLE PAVEMENT

Transportation Research Record, Issue 1227, p. 115-127

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1989
APPLICATIONS OF 1985 HIGHWAY CAPACITY MANUAL FOR ESTIMATING DELAYS AT SIGNALIZED INTERSECTIONS

Transportation Research Record, Issue 1225, p. 18-23

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1989
EFFECTS OF TRANSVERSE DISTRIBUTION OF HEAVY VEHICLES ON THICKNESS DESIGN OF FULL-DEPTH ASPHALT PAVEMENTS

Transportation Research Record, Issue 1227, p. 66-74

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1989
BEARING CAPACITY APPROACH TO RAILWAY DESIGN USING SUBGRADE MATRIC SUCTION

Transportation Research Record, Issue 1241, p. 27-33

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1989
MAXIMUM ENTROPY SPECTRAL ANALYSIS OF TRANSVERSE CRACK SPACING IN CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS

Transportation Research Record, Issue 1227, p. 219-224

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1989
COST ALLOCATION IMPLICATIONS OF FLEXIBLE PAVEMENT DETERIORATION MODELS

Transportation Research Record, Issue 1215, p. 31-42

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1989
FIELD PERFORMANCE OF CRACK AND SEAT PROJECTS

Transportation Research Record, Issue 1215, p. 219-231

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1989
OPERATIONAL ENHANCEMENTS: MAKING THE MOST OF LIGHT RAIL

Transportation Research Board Special Report, Issue 221, pp 578-592

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1989
TOWARD AN INTEGRATED NONDESTRUCTIVE PAVEMENT TESTING MANAGEMENT INFORMATION SYSTEM USING INFRARED THERMOGRAPHY

Transportation Research Record, Issue 1215, p. 124-131

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1989
REHABILITATION PERFORMANCE AND COST-EFFECTIVENESS: 10-YEAR CASE STUDY

Transportation Research Record, Issue 1215, p. 268-281

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1989
A TRANSFERABLE CAUSAL MODEL FOR PREDICTING ROUGHNESS PROGRESSION IN FLEXIBLE PAVEMENTS

Transportation Research Record, Issue 1215, p. 70-84

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1989
A COMPARISON OF SOME NEW LIGHT RAIL AND AUTOMATED-GUIDEWAY SYSTEMS

Transportation Research Board Special Report, Issue 221, pp 98-110

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1989
APPLICATION OF HDM3 PAVEMENT DETERIORATION MODEL IN SASKATCHEWAN PAVEMENT MANAGEMENT INFORMATION SYSTEM

Transportation Research Record, Issue 1215, p. 60-69

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1989
PERFORMANCE AND STRUCTURAL EVALUATION OF CRACKED AND SEATED CONCRETE

Transportation Research Record, Issue 1215, p. 212-218

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1989
FUNCTIONAL AND STRUCTURAL FLEXIBLE PAVEMENT OVERLAY DESIGN FOR INDIANA TO OVERCOME A DEFICIENCY IN THE 1986 AASHTO GUIDE

Transportation Research Record, Issue 1215, p. 292-298

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