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1986
Pavement and bridge maintenance

Transportation Research Record, Issue 1083, 53p

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1986
Rail track and structures

Transportation Research Record, Issue 1071, 80p

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1986
Structural design of bridges

Transportation Research Record, Issue 1072, 78p

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1986
1986
TIMES SQUARE SUBWAY COMPLEX PEDESTRIAN MOVEMENT ANALYSIS

Transportation Research Record, Issue 1054, pp 1-7

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1986
ROAD AND TRACK ROUGHNESS FACTORS FOR BICYCLE USAGE

Transportation Research Record, Issue 1059, pp 87-103

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1986
CONSIDERATION OF LARGER TRUCKS IN PAVEMENT DESIGN AND MANAGEMENT

Transportation Research Record, Issue 1052, pp 120-128

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1986
CALIFORNIA DESIGN PRACTICE FOR LARGE TRUCKS

Transportation Research Record, Issue 1052, pp 112-115

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1986
A LOW-MAINTENANCE, ENERGY-ABSORBING BRIDGE RAIL

Transportation Research Record, Issue 1065, pp 56-61

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1986
CRASH CUSHION IMPROVEMENT PRIORITY AND PERFORMANCE EVALUATION

Transportation Research Record, Issue 1065, pp 87-97

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1986
LOW-MAINTENANCE END TREATMENT FOR CONCRETE BARRIERS

Transportation Research Record, Issue 1065, pp 31-37

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1986
TWIN TRAILER TRUCKS. EFFECTS ON HIGHWAYS AND HIGHWAY SAFETY

Transportation Research Board Special Report, Issue 211, 388 p.

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1986
ENERGY DEMAND ANALYSIS AND ALTERNATIVE FUELS

Transportation Research Record, Issue 1092, 51p

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1986
SYMPOSIUM ON GEOMETRIC DESIGN FOR LARGE TRUCKS

Transportation Research Record, Issue 1052, 165p

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1986
1986
1986
1986
IN-TRACK PERFORMANCE OF GEOTEXTILES AT CALDWELL, TEXAS

Transportation Research Record, Issue 1071, pp 72-80

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1986
DEVELOPMENT WORK ON SWITCHES AND CROSSINGS BY BRITISH RAIL

Transportation Research Record, Issue 1071, pp 48-56

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1986
MODELING OF LIFE-CYCLE COSTS OF PAVEMENT REHABILITATION

Transportation Research Record, Issue 1060, pp 1-8

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1986
DOUBLE-STACK CONTAINER TRAINS: ISSUES AND STRATEGIES FOR OCEAN CARRIERS

Transportation Research Record: Journal of the Transportation Research Board, Issue 1088, pp 18-20

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1986
1986
POTHOLE REPAIR: YOU CAN'T AFFORD NOT TO DO IT RIGHT

Transportation Research Record, Issue 1102, pp 32-40

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