Meuth - Owensboro Plant - Kentucky Concrete Association

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Meuth - Owensboro Plant

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Owensboro

Owensboro , United States

(270) 926-4779

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2019 KCA Safety Award Winners
Blog
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CIP 1: Dusting Concrete Surfaces
CIP 10: Strength of In-Place Concrete
CIP 11: Curing In-Place Concrete
CIP 12: Hot Weather Concreting
CIP 13: Blisters on Concrete Slabs
CIP 14: Finishing Concrete Flatwork
CIP 15: Chemical Admixtures for Concrete
CIP 16: Flexural Strength of Concrete
CIP 17: Flowable Fill
CIP 18: Radon Resistant Buildings
CIP 19: Curling of Concrete Slabs
CIP 2: Scaling Concrete Surfaces
CIP 20: Delamination of Troweled Concrete Surfaces
CIP 21: Loss of Air Content in Pumped Concrete
CIP 22: Grout
CIP 23: Discoloration
CIP 24: Synthetic Fibers for Concrete
CIP 25: Corrosion of Steel in Concrete
CIP 26: Jobsite Addition of Water
CIP 27: Cold Weather Concreting
CIP 28: Concrete Slab Moisture
CIP 29: Vapor Retarders Under Slabs on Grade
CIP 3: Crazing Concrete Surfaces
CIP 30: Supplementary Cementitious Materials (SCM)
CIP 31: Ordering Ready Mixed Concrete
CIP 32: Concrete Pre-Construction Conference
CIP 33: High Strength Concrete
CIP 34: Making Cylinders in the Field
CIP 35: Testing Compressive Strength of Concrete
CIP 36: Structural Lightweight Concrete
CIP 37: Self-Consolidating Concrete (SCC)
CIP 38: Pervious Concrete
CIP 39: Maturity Methods to Estimate Concrete Strength
CIP 4: Cracking Concrete Surfaces
CIP 40: Aggregate Popouts
CIP 41: Acceptance Testing of Concrete
CIP 42: Thermal Cracking of Concrete
CIP 43: Alkali Aggregate Reactions (AAR)
CIP 44: Durability Requirements for Concrete
CIP 5: Plastic Shrinkage Cracking
CIP 6: Joints in Concrete Slabs on Grade
CIP 7: Cracks in Residential Basement Walls
CIP 8: Discrepancies in Yield
CIP 9: Low Concrete Cylinder Strength
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Kentucky Concrete Association
1 HMB Circle
Frankfort, KY 40601
502 695-1535
info@kyconcrete.org

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