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2000
SLEEP DEPRIVATION COUNTERMEASURES FOR MOTORIST SAFETY

NCHRP Synthesis of Highway Practice, Issue 287, 98 p.

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2000
HIGH-PERFORMANCE CONCRETE IN THE RICHLANDS BRIDGE IN VIRGINIA

Transportation Research Record, Issue 1698, p. 17-23

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2000
92-MPA AIR-ENTRAINED HIGH-PERFORMANCE CONCRETE USING TENNESSEE MATERIALS

Transportation Research Record, Issue 1698, p. 24-29

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2000
OPTIMIZATION OF AMOUNT AND BLENDING OF CEMENTITIOUS MATERIALS IN HIGH-PERFORMANCE CONCRETE

Transportation Research Record, Issue 1698, p. 30-35

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2000
IMPLEMENTATION OF HIGH STRENGTH-HIGH PERFORMANCE CONCRETE IN TWO TEXAS HIGHWAY OVERPASS STRUCTURES: CRITICAL COMPARISON

Transportation Research Record, Issue 1696, p. 179-187

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2000
STRUCTURAL DESIGN OF HIGH-PERFORMANCE CONCRETE BRIDGE BEAMS

Transportation Research Record, Issue 1696, p. 171-178

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2000
NEW TRENDS IN PRESTRESSED CONCRETE BRIDGES

Transportation Research Record, Issue 1696, p. 238-272

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2000
EVALUATION OF PAVEMENT FRICTION CHARACTERISTICS

NCHRP Synthesis of Highway Practice, Issue 291, 72 p.

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2000
DEBRIS FORCES ON HIGHWAY BRIDGES

NCHRP Report, Issue 445, 84 p.

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2000
HIGHWAY CAPACITY MANUAL - HCM 2000 (U.S. CUSTOMARY UNITS)

v.p.

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2000
HIGHWAY CAPACITY MANUAL - HCM 2000 (METRIC UNITS)

v.p.

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2000
SEISMIC PERFORMANCE OF TIMBER BRIDGES

Transportation Research Record, Issue 1740, p. 75-84

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2000
FIELD PERFORMANCE OF STRESS-LAMINATED TIMBER BRIDGES

Transportation Research Record, Issue 1740, p. 96-103

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2000
URBAN DESIGN CONSIDERATIONS FOR THE NEW WOODROW WILSON MEMORIAL BRIDGE: COMPETITION-WINNING DESIGN FOR METROPOLITAN WASHINGTON, D.C.

Transportation Research Record, Issue 1740, p. 104-107

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2000
FIELD PERFORMANCE OF INTEGRAL ABUTMENT BRIDGE

Transportation Research Record, Issue 1740, p. 108-117

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2000
AASHTO'S LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR TRANSVERSE BRACES: ADVERSE EFFECTS ON INTEGRITY AND DURABILITY OF REINFORCED CONCRETE DECK SLABS

Transportation Research Record, Issue 1740, p. 118-125

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2000
ASPHALT PLUG JOINTS: REFINED MATERIAL TESTS AND DESIGN GUIDELINES

Transportation Research Record, Issue 1740, p. 126-134

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2000
ASPHALT SURFACES ON STEEL BRIDGE DECKS

Transportation Research Record, Issue 1740, p. 135-142

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2000
ESTIMATION OF SECOND-ORDER EFFECTS FOR POLE-TYPE STRUCTURES

Transportation Research Record, Issue 1740, p. 151-156

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2000
HIGH-PERFORMANCE STEEL BRIDGE DESIGN AND COST COMPARISONS

Transportation Research Record, Issue 1740, p. 33-39

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2000
NEW CARQUINEZ BRIDGE, NORTHEAST OF SAN FRANCISCO, CALIFORNIA: TECHNOLOGICAL DESIGN ADVANCEMENTS

Transportation Research Record, Issue 1740, p. 40-48

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2000
EFFECT OF CYCLE-COUNTING METHODS ON EFFECTIVE STRESS RANGE AND NUMBER OF STRESS CYCLES FOR FATIGUE-PRONE DETAILS

Transportation Research Record, Issue 1740, p. 49-60

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2000
KINEMATIC APPROACH TO HORIZONTAL CURVE TRANSITION DESIGN

Transportation Research Record, Issue 1737, p. 1-8

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2000
EVALUATING HORIZONTAL ALIGNMENT DESIGN CONSISTENCY OF TWO-LANE RURAL HIGHWAYS: DEVELOPMENT OF NEW PROCEDURE

Transportation Research Record, Issue 1737, p. 9-17

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2000
ANALYZING INFLUENCE OF GEOMETRIC DESIGN ON OPERATING SPEEDS ALONG LOW-SPEED URBAN STREETS: MIXED-MODEL APPROACH

Transportation Research Record, Issue 1737, p. 18-25

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