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2008 KYTC/KAHC Information Exchange Meeting. Lexington, KY – March 3 rd Bowling Green, KY – March 10 th. Material Spec. Changes / Structural Branch. Concrete Pavement Opening Strength Concrete Plants for Large Projects Coring Concrete Pavement for Thickness Pavement Drainage Blankets - PowerPoint PPT Presentation
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2008 KYTC/KAHCInformation Exchange
Meeting
Lexington, KY – March 3rd
Bowling Green, KY – March 10th
Material Spec. Changes / Structural Branch
• Concrete Pavement Opening Strength
• Concrete Plants for Large Projects
• Coring Concrete Pavement for Thickness
• Pavement Drainage Blankets
• Striping Retroreflectivity
• Cold Weather Concrete
Concrete Pavement Opening Strength
• Supplemental Spec Change July 22, 2005
• Performed a Nationwide Survey of DOT’s
• DOT’s Average 3000 psi for Opening
• KY Changed Opening Strength to 3000 psi
• Acceptance Based on 3500 psi at the Required Age
Concrete Plants for Large Projects
• Supplemental Spec Change July 22, 2005 • Large Projects are ≥250 Cubic Yards• Total Cubic Yardage is for ALL Concrete on the
Contract– Concrete Bid Items (example - Concrete Class A)– Incidental Concrete (example – Guardrail End
Treatments)
• Plants Must be on the List of Approved Materials and Comply with KM 64-323
Coring Concrete Pavement for Thickness
• Supplemental Spec Change August 11, 2006
• Contractor Responsible for Performing Coring in Accordance with KM 64-309
Pavement Drainage Blankets
• New Change for 2008 Specifications
• No Untreated Drainage Blankets
• Drainage Blankets will have to be Asphalt or Cement Treated– Type II (Asphalt Treated)– Type III (Cement Treated)
• Constructability and Performance Issues
Striping Retroreflectivity
• New Changes for 2008 Specifications• Raised the Bar on Retro Acceptance for
Permanent Striping, Durable Markings, and Thermo for Intersections
• Based on Determination that Higher Numbers Were Easily Achieved and Most Contractors Received Maximum Bonus on District-Wide Projects
• All Yellow Thermo Must be Nonleaded• Intend to Set Contracts Up with Temporary and
Permanent Striping
Cold Weather Concrete
• Future Changes for Specifications– Plan– Temperature Recordings – Temperature Controls– Placement– Curing– ACI 306R, ACI 306.1