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2006-09
Percent Within Limits Experience on a Design–Build Project

Transportation Research Circular, Issue E-C105, pp 169-182

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2006-09
Fundamentals of Percent Within Limits and Quality Control–Quality Assurance Compaction Specifications

Transportation Research Circular, Issue E-C105, pp 140-162

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2006
Estimating Percent Within Limits for Skewed Populations

Transportation Research Record: Journal of the Transportation Research Board, Issue 1946, pp 71-81

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2006
Accuracy and Precision of Typical Quality Measures

Transportation Research Record: Journal of the Transportation Research Board, Issue 1946, pp 82-91

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2006
Estimating Thermal Conductivity of Pavement Granular Materials and Subgrade Soils

Transportation Research Record: Journal of the Transportation Research Board, Issue 1967, pp 10-19

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2005
Development of the Florida Department of Transportation's Percent Within Limits Hot-Mix Asphalt Specification

Transportation Research Record: Journal of the Transportation Research Board, Issue 1907, pp 43-51

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2005
Analysis of 2+1 Roadway Design Alternatives

3rd International Symposium on Highway Geometric Design, 15p

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2003
USE OF STIFFNESS FOR EVALUATING COMPACTNESS OF COHESIVE PAVEMENT GEOMATERIALS

Transportation Research Record, Issue 1849, p. 11-19

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2003
FROST HEAVE AND WATER UPTAKE RELATIONS IN VARIABLY SATURATED AGGREGATE BASE MATERIALS

Transportation Research Record, Issue 1821, p. 13-19

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2002
FIELD EVALUATION OF "HIGHWAY CAPACITY MANUAL" 2000 ANALYSIS PROCEDURES FOR TWO-LANE HIGHWAYS

Transportation Research Record, Issue 1802, p. 125-132

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2001
PERCENT TIME-SPENT-FOLLOWING AS PERFORMANCE MEASURE FOR TWO-LANE HIGHWAYS

Transportation Research Record, Issue 1776, p. 52-59

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2000
EVALUATION OF MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES: CONVENTIONAL AND NEW METHODS

Transportation Research Record, Issue 1728, p. 43-51

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2000
EFFECTS OF WATER SATURATION LEVEL ON RESISTANCE OF COMPACTED HOT-MIX ASPHALT SAMPLES TO MOISTURE-INDUCED DAMAGE

Transportation Research Record, Issue 1723, p. 97-106

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2000
DEGREE AND EXTENT OF WETTING DUE TO CAPILLARY RISE IN SOILS

Transportation Research Record, Issue 1709, p. 114-120

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1998
ASPHALT-TREATED PERMEABLE BASE: LABORATORY TESTING, PERFORMANCE, AND PREDICTIONS

Transportation Research Record, Issue 1629, p. 127-136

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1998
ESTIMATION OF PERCENTAGE OF DELAYED VEHICLES BASED ON TRAFFIC VARIABLES FOR RURAL HIGHWAYS

Transportation Research Record, Issue 1646, p. 29-36

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1997
FIELD INVESTIGATION OF CORROSION-PROTECTION PERFORMANCE OF BRIDGE DECKS CONSTRUCTED WITH EPOXY-COATED REINFORCING STEEL IN VIRGINIA

Transportation Research Record, Issue 1597, p. 82-90

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1997
PEDESTRIAN IMPEDANCE OF TURNING-MOVEMENT SATURATION FLOW RATES: COMPARISON OF SIMULATION, ANALYTICAL, AND FIELD OBSERVATIONS

Transportation Research Record, Issue 1578, p. 56-63

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1996
EARTH PRESSURES DUE TO COMPACTION: COMPARISON OF THEORY WITH LABORATORY AND FIELD BEHAVIOR

Transportation Research Record, Issue 1526, p. 28-37

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1996
ACCOUNTING FOR NONRANDOM ARRIVALS IN ESTIMATE OF DELAY AT SIGNALIZED INTERSECTIONS

Transportation Research Record, Issue 1555, p. 9-16

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1995
DELAYS AT OVERSATURATED UNSIGNALIZED INTERSECTIONS BASED ON RESERVE CAPACITIES

Transportation Research Record, Issue 1484, p. 1-8

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1995
CHARACTERIZATION OF SUBGRADE SOILS AT SIMULATED FIELD MOISTURE

Transportation Research Record, Issue 1481, p. 21-27

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1994
ANALYSIS OF PROCEDURES FOR ESTABLISHING IN SITU SUBGRADE MODULI

Transportation Research Record, Issue 1462, p. 102-107

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1994
COMPACTION CONTROL CRITERIA FOR CLAY HYDRAULIC BARRIERS

Transportation Research Record, Issue 1462, p. 28-35

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1994
DRAINABILITY OF GRANULAR BASES FOR HIGHWAY PAVEMENTS

Transportation Research Record, Issue 1434, p. 23-28

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