Implementation of the AASHTO Mechanistic-Empirical Pavement Design Guide and Software (2014) / Chapter Skim
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Pages 48-56
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48 Dear Survey Recipient, The Transportation Research Board (TRB) is preparing a synthesis on Implementation of AASHTO Mechanistic-Empirical Pavement Design Guide (MEPDG)
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49 General Information 1. Respondent details: Name: Title: Agency E-mail: Phone: 2.
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50 6. You indicated your agency does not plan on implementing the MEPDG/AASHTOWare Pavement ME Design™, please identify why not (check all that apply)
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51 Data Availability for MEPDG/AASHTOWare Pavement ME Design™ 12. Are your agency definitions for pavement distress similar to those defined in the FHWA Distress Identification Manual for LTPP?
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52 □ Research Director □ State Design Engineer □ State Maintenance Engineer □ State Materials Engineer □ State Pavement Engineer □ Other (please specify) : MEPDG/AASHTOWare Pavement ME Design™ Implementation Process 20.
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53 □ Research Director □ State Design Engineer □ State Maintenance Engineer □ State Materials Engineer □ State Pavement Design Engineer □ State Pavement Engineer □ Other (please specify)
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54 Asphalt over JPCP (fractured) □ □ □ □ □ □ □ Asphalt over CRCP (fractured)
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55 All subgrade layers □ □ □ □ Poisson's ratio □ □ □ □ Modulus □ □ □ □ Sieve analysis □ □ □ □ All bedrock layers □ □ □ □ Poisson's ratio □ □ □ □ Unit weight □ □ □ □ Strength □ □ □ □ 33. Does your agency use nationally or locally calibrated prediction models (select all that apply)
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56 37. What type of MEPDG/AASHTOWare Pavement ME Design™ training program is available for your agency's personnel (select all that apply)
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