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1991
1991
REFLECTIVE CRACKING AND TENTING IN ASPHALTIC OVERLAYS

Transportation Research Record, Issue 1300, p. 22-29

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1991
1991
STUDY OF BITUMINOUS INTERSECTION PAVEMENTS IN TEXAS

Transportation Research Record, Issue 1300, p. 45-55

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1991
1991
MAINTENANCE OF MINOR ROADS USING THE LENGTHMAN CONTRACTOR SYSTEM

Transportation Research Record, Issue 1291, p. 41-52

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1991
ANALYTICAL APPROACH TO THE DEVELOPMENT OF A BRIDGE MANAGEMENT SYSTEM

Transportation Research Record, Issue 1290, p. 157-170

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1991
CABLE-STAYED HOUSTON SHIP CHANNEL CROSSING

Transportation Research Record, Issue 1290, p. 1-8

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1991
CONSTRUCTION DESIGN OF THE DAME POINT BRIDGE

Transportation Research Record, Issue 1290, p. 9-19

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1991
BRIDGE MANAGEMENT SYSTEMS--STATE OF THE ART

Transportation Research Record, Issue 1290, p. 149-156

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1991
1991
SEISMIC RETROFIT OF BRIDGE COLUMNS BY STEEL JACKETING

Transportation Research Record, Issue 1290, p. 95-103

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1991
RECENT ADVANCES IN SEISMIC DESIGN AND RETROFIT OF BRIDGES

Transportation Research Record, Issue 1290, p. 75-79

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1991
MODELING BRIDGE FOUNDATIONS FOR SEISMIC DESIGN AND RETROFITTING

Transportation Research Record, Issue 1290, p. 113-126

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1991
ROAD NETWORK STABILIZATION PROGRAM IN GHANA

Transportation Research Record, Issue 1291, p. 135-147

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1991
EVALUATION AND RATING OF GRAVEL ROADS

Transportation Research Record, Issue 1291, p. 120-125

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1991
MAINTENANCE OF UNPAVED ROADS IN WET CLIMATES

Transportation Research Record, Issue 1291, p. 265-277

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1991
PROPERTIES OF MUNICIPAL SOLID WASTE ASH-CEMENT COMPOSITE

Transportation Research Record, Issue 1295, p. 9-16

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1991
1991
LOW-COST ASPHALT-SURFACED ROADS

Transportation Research Record, Issue 1291, p. 84-90

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1991
RELIABILITY AND LOAD MODELING FOR BRIDGE MANAGEMENT

Transportation Research Record, Issue 1290, p. 176-184

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1991
SEGMENTAL CONCRETE ARCHES ON THE NATCHEZ TRACE PARKWAY

Transportation Research Record, Issue 1290, p. 39-65

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1991
EXPERT SYSTEM FOR DETERMINING THE DISPOSITION OF OLDER BRIDGES

Transportation Research Record, Issue 1290, p. 145-148

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