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3326. 2003

MODELING PLATOON DISPERSAL PATTERN OF HETEROGENEOUS ROAD TRAFFIC

Transportation Research Record, Issue 1852, p. 175-182

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3327. 2003

NONEQUILIBRIUM CONTINUUM TRAFFIC FLOW MODEL WITH FROZEN SOUND WAVE SPEED

Transportation Research Record, Issue 1852, p. 183-192

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3328. 2003

MIXING MICROSCOPIC AND MACROSCOPIC REPRESENTATIONS OF TRAFFIC FLOW: HYBRID MODEL BASED ON LIGHTHILL-WHITHAM-RICHARDS THEORY

Transportation Research Record, Issue 1852, p. 193-200

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3329. 2003

NUMERICAL ANALYSIS OF FREEWAY TRAFFIC FLOW DYNAMICS FOR MULTICLASS DRIVERS

Transportation Research Record, Issue 1852, p. 201-208

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3330. 2003

MACROSCOPIC MODEL AND ITS NUMERICAL SOLUTION FOR TWO-FLOW MIXED TRAFFIC WITH DIFFERENT SPEEDS AND LENGTHS

Transportation Research Record, Issue 1852, p. 209-219

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3331. 2003

TWO-PHASE BOUNDED-ACCELERATION TRAFFIC FLOW MODEL: ANALYTICAL SOLUTIONS AND APPLICATIONS

Transportation Research Record, Issue 1852, p. 220-230

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3332. 2003

GAS-KINETIC TRAFFIC FLOW MODELING INCLUDING CONTINUOUS DRIVER BEHAVIOR MODELS

Transportation Research Record, Issue 1852, p. 231-238

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3333. 2003

CAPACITY AND QUEUE MODELING FOR ON-RAMP-FREEWAY JUNCTIONS

Transportation Research Record, Issue 1852, p. 256-264

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3334. 2003

CAPACITY OF UNSIGNALIZED INTERSECTIONS WITH MIXED VEHICLE FLOWS

Transportation Research Record, Issue 1852, p. 265-270

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3335. 2003

FREEWAY WEAVING: COMPARISON OF "HIGHWAY CAPACITY MANUAL" 2000 AND DUTCH GUIDELINES

Transportation Research Record, Issue 1852, p. 10-18

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3336. 2003

FREEWAY QUALITY OF SERVICE: PERCEPTIONS FROM TRACTOR-TRAILER DRIVERS

Transportation Research Record, Issue 1852, p. 19-25

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3337. 2003

ESTIMATING VALUES FOR TRAFFIC PARAMETERS IN TURNING LANES

Transportation Research Record, Issue 1852, p. 47-54

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3338. 2003

SITE CHARACTERISTICS AFFECTING OPERATION OF TRIPLE LEFT-TURN LANES

Transportation Research Record, Issue 1852, p. 55-62

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3339. 2003

LIMITATIONS OF PASSENGER-CAR EQUIVALENT DERIVATION FOR TRAFFIC STREAMS WITH MORE THAN ONE TRUCK TYPE

Transportation Research Record, Issue 1852, p. 96-104

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3340. 2003

SATURATION FLOW RATE, START-UP LOST TIME, AND CAPACITY FOR BICYCLES AT SIGNALIZED INTERSECTIONS

Transportation Research Record, Issue 1852, p. 105-113

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3341. 2003

COMPARISON OF CAPACITY MODELS FOR TWO-LANE ROUNDABOUTS

Transportation Research Record, Issue 1852, p. 114-123

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3342. 2003

TOWARD BENCHMARKING OF MICROSCOPIC TRAFFIC FLOW MODELS

Transportation Research Record, Issue 1852, p. 124-129

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3343. 2003

PRACTICAL PROCEDURE FOR CALIBRATING MICROSCOPIC TRAFFIC SIMULATION MODELS

Transportation Research Record, Issue 1852, p. 130-139

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3344. 2003

PROBABILISTIC TRAFFIC FLOW BREAKDOWN IN STOCHASTIC CAR-FOLLOWING MODELS

Transportation Research Record, Issue 1852, p. 152-158

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3345. 2003

TEST OF BEHAVIORAL THEORY OF MULTILANE TRAFFIC FLOW: QUEUE AND QUEUE DISCHARGE FLOWS

Transportation Research Record, Issue 1852, p. 159-166

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3346. 2003

OPTIMAL COORDINATION OF VARIABLE SPEED LIMITS TO SUPPRESS SHOCK WAVES

Transportation Research Record, Issue 1852, p. 167-174

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3347. 2003

MODELING TRAFFIC CRASH-FLOW RELATIONSHIPS FOR INTERSECTIONS: DISPERSION PARAMETER, FUNCTIONAL FORM, AND BAYES VERSUS EMPIRICAL BAYES METHODS

Transportation Research Record, Issue 1840, p. 31-40

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3348. 2003

REAL-TIME CRASH PREDICTION MODEL FOR APPLICATION TO CRASH PREVENTION IN FREEWAY TRAFFIC

Transportation Research Record, Issue 1840, p. 67-77

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3349. 2003

COMPARISON OF OPERATIONS OF SINGLE-POINT AND TIGHT URBAN DIAMOND INTERCHANGES

Transportation Research Record, Issue 1847, p. 29-35

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3350. 2003

COMPARISON OF THE NEW W-INTERCHANGE WITH CONVENTIONAL INTERCHANGES

Transportation Research Record, Issue 1847, p. 42-51

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