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1993
OPERATIONAL ANALYSIS OF BICYCLE INTERCHANGES IN BEIJING, CHINA

Transportation Research Record, Issue 1396, p. 18-21

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1991
ECONOMIC FEASIBILITY OF EXCLUSIVE VEHICLE FACILITIES

Transportation Research Record, Issue 1305, p. 201-214

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1989
INVESTIGATION OF SEGREGATION OF ASPHALT MIXTURES IN THE STATE OF GEORGIA

Transportation Research Record, Issue 1217, p. 1-8

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1989
EXPERT SYSTEM FOR DIAGNOSING HOT-MIX ASPHALT SEGREGATION

Transportation Research Record, Issue 1217, p. 38-45

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1986
KEY FOR MIXED LOADINGS OF DANGEROUS GOODS

State-of-the-Art Report, Issue 3, p. 126-129

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1986
FACTORS IMPORTANT TO THE DEVELOPMENT OF FROST HEAVE SUSCEPTIBILITY CRITERIA FOR COARSE-GRAINED SOILS

Transportation Research Record, Issue 1089, pp 124-131

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1985-03
UNIQUE ROADWAY DESIGN REDUCES BUS-LIKE CONFLICTS

TR News, Issue 117, p. 2-3

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1985
CONSIDERATIONS FOR EFFECTIVE LIGHT RAIL STREET OPERATION

State-of-the-Art Report, Issue 2, p. 195-202

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1980
OPERATIONS AND DESIGN GUIDELINES FOR FACILITIES FOR HIGH- OCCUPANCY VEHICLES

Transportation Research Record, Issue 757, pp 45-54

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1980
EVALUATION OF THE PERFORMANCE OF PORTABLE PRECAST CONCRETE TRAFFIC BARRIERS

Transportation Research Record, Issue 769, pp 30-37

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1979
COMPARISON OF THE PRECISE FREEZING CELL WITH OTHER FACILITIES FOR FROST-HEAVE TESTING

Transportation Research Record, Issue 705, pp 63-71

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1976
Vehicle operators and pedestrians

Transportation Research Record, Issue 605, 47p

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1973
STORAGE OF BITUMINOUS CONCRETE IN INERT GAS

Highway Research Record, Issue 468, pp 61-72

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1971
PEDESTRIAN CIRCULATION SYSTEMS IN CANADA

Highway Research Record, Issue 355, pp 54-68

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1967
EFFECTS OF DIFFERENT METHODS OF STOCKPILING AND HANDLING AGGREGATES

NCHRP Report, Issue 46

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1964
EFFECTS OF DIFFERENT METHODS OF STOCKPILING AGGREGATES INTERIM REPORT

NCHRP Report, Issue 5, 48p

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1953
COLD-ROOM STUDIES OF FROST ACTION IN SOILS, A PROGRESS REPORT

Highway Research Board Bulletin, Issue 71

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1941
UNIFORMITY OF CORES AN INDICATION OF PAVEMENT QUALITY

Highway Research Board Proceedings, Volume 20

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