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Pages 105-115

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From page 105...
... 105   Agency Survey Responses (CPTAs) A P P E N D I X C The CPTAs' responses are presented in this appendix.
From page 106...
... 106 Use of Recycling Agents in Asphalt Concrete Mixtures <0.1 0.1–0.15 0.15–0.2 0.2–0.3 >0.3 Not allowed QC Question 5: What is the maximum RAM content (with both RAP and RAS) , in terms of RBR, used by your agency in surface (or wearing)
From page 107...
... Agency Survey Responses (CPTAs) 107   Question 11: What is the typical RAP content, in terms of RBR, used by your agency in non-surface asphalt mixtures?
From page 108...
... 108 Use of Recycling Agents in Asphalt Concrete Mixtures Question 18: What is the maximum non-fractionated RAP content, in terms of RBR, used by your agency in surface (or wearing) course asphalt mixtures?
From page 109...
... Agency Survey Responses (CPTAs) 109   Block 2: The questions in this section are designed to determine the current status of the use of recycling agents (RAs)
From page 110...
... 110 Use of Recycling Agents in Asphalt Concrete Mixtures Question 31: Does your agency currently use RAs in surface (or wearing) course asphalt mixtures with RAM?
From page 111...
... Agency Survey Responses (CPTAs) 111   Question 37: At which point in the process is the RA dosage determined?
From page 112...
... 112 Use of Recycling Agents in Asphalt Concrete Mixtures Question 41: How is the RA dosage verified? Select all that apply: By binder testing By mixture testing By plant records Other ON (not verified)
From page 113...
... Agency Survey Responses (CPTAs) 113   Question 46: What, if any, premature distresses have you observed for asphalt mixtures with RAs?
From page 114...
... 114 Use of Recycling Agents in Asphalt Concrete Mixtures Question 49: What type(s) of RA products has your agency used in these applications?
From page 115...
... Agency Survey Responses (CPTAs) 115   Question 52: Is your agency currently sponsoring (or planning to sponsor)

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