airport pavement jointing - American Concrete Pavement Association

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Good Designs = Good PerformanceConstructed in 1953PCI = 97Brunswick – Golden Isles
Good Designs = Good PerformanceConcrete vs. AsphaltForty years older than AsphaltBQK Pavement Performance ComparisonAsphaltConcretePC CI Rating1009080706050403020100979695 96.497067.8364Apron RW TW Total
Page 1 and 2: AIRPORT PAVEMENT JOINTINGGood Pract
Page 5 and 6: A Cost-Effective PavementThat Meets
Page 7: Less than 1 year Old…Design Issue
Page 11 and 12: Performance - Why thedifference?•
Page 13 and 14: Jointing Purpose• Limit slab stre
Page 15 and 16: Shrinkage (cycle)Curling: caused by
Page 17 and 18: Crack Formation-3/8 in.100 ftDrying
Page 19 and 20: Solution is Controlled Cracks(Joint
Page 21 and 22: FAA Maximum Joint SpacingSlab Thick
Page 23 and 24: Joint Types• Contraction (Shrinka
Page 25 and 26: Contraction Joint DetailsDoweledPla
Page 27 and 28: DoweledConstructionJoints
Page 29 and 30: Dowel Hole Gang Drill
Page 31 and 32: Airport Dowel DimensionsSlab Thickn
Page 34 and 35: Isolation/Expansion JointsDoweledCa
Page 36: Where to Isolate...DifferentMovemen
Page 39 and 40: Filets...
Page 41 and 42: Odd-shaped Panels in Filets• Add
Page 43 and 44: Joint Layout PatternConnectorIsolat
Page 45 and 46: Construction Joint DetailsSeal Rese
Page 48 and 49: Don’t bringa joint tothe edgeofpa
Page 50 and 51: Don’tdrill adowelhole intoanother
Page 52 and 53: Thank YOUGREG DEANDirector of Airpo
Page 54 and 55: Load stresses in rigidpavement• T

airport pavement jointing - American Concrete Pavement Association

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