Table 3.50.4.3 in Subsection 3.50.4.3, Quality Control Testing, is replaced in its entirety with the following: Table 3.50.4.3 Quality Control Testing Requirements Managed QA Testing Projects – Test Standard Minimum Frequency AGGREGATE PRODUCTION See Specification 3.2 ASPHALT PLANT Calibration ATT-17 Once per project or as required Inspection ATT-16 (2) SAMPLES Asphalt Cement ATT-42 See Specification 5.7 Tack, Prime and Fog Materials ATT-42 See Specification 5.7 Cold Feed Aggregate ATT-38 Mix ATT-37 (2) QA Cores - Stratified Random Test Sites Chosen One per segment for each Lot. ATT-56 By The Consultant One per segment for selected QA Cores for Pavement Density ATT-5 Lots as directed by the Consultant. QA Cores for Asphalt Content and Gradation ATT-5 TESTS WITH SPECIFIED MINIMUM FREQUENCIES AASHTO T164, Mix Asphalt Content T287 or ATT-12 or (2) AT-74 ATT-12, Part III or Correction Factors As Required ATT-74, Part II Mix Moisture Content ATT-15 (2) Aggregate Sieve Analysis ATT-26 (2) Segregation Rating Pavement Segregation Each Lot Manual TESTS WITH NO SPECIFIED MINIMUM FREQUENCIES Field Formed Marshall Briquettes ATT-13 (1) Density Immersion Method, Saturated Surface Dry ATT-7 (1) Maximum Specific Gravity of Bituminous Mixes ASTM 2041 (Gmm) (1), (3) Void Calculations, Cores or Formed Specimens % of Gmm (1), (3) Void Calculations, Cores or Formed Specimens ATT-36 (1), (3) Temperatures ATT-30 (1) ATT-67, ATT-5 or Percent Compaction, Cores or Nuclear Density (1) ATT-11 Random Test Site Locations ATT-56 (1) Correction Factors, Nuclear Moisture-Density ATT-48 (1) Measurement See Contract Travel lanes of all top lift Pavement Smoothness using IRI Criteria Documents paving
Table 3.50.4.3 in Subsection 3.50.4.3, Quality Control Testing, is replaced in its entirety with the following: Table 3.50.4.3 Quality Control Testing Requirements – Managed QA Testing Projects Test Standard Minimum Frequency AGGREGATE PRODUCTION See Specification 3.2 ASPHALT PLANT Calibration ATT-17 Once per project or as required Inspection ATT-16 (2) SAMPLES Asphalt Cement ATT-42 See Specification 5.7 Tack, Prime and Fog Materials ATT-42 See Specification 5.7 Cold Feed Aggregate ATT-38 Mix ATT-37 (2) QA Cores - Stratified Random Test Sites Chosen By The Consultant ATT-56 One per segment for each Lot. One per segment for selected Lots as directed by the Consultant. QA Cores for Pavement Density ATT-5 QA Cores for Asphalt Content and Gradation ATT-5 TESTS WITH SPECIFIED MINIMUM FREQUENCIES Mix Asphalt Content AASHTO T164, T287 or ATT-12 or AT-74 (2) Correction Factors ATT-12, Part III or ATT-74, Part II As Required Mix Moisture Content ATT-15 (2) Aggregate Sieve Analysis ATT-26 (2) Pavement Segregation Segregation Rating Manual Each Lot TESTS WITH NO SPECIFIED MINIMUM FREQUENCIES Field Formed Marshall Briquettes ATT-13 (1) Density Immersion Method, Saturated Surface Dry ATT-7 (1) Maximum Specific Gravity of Bituminous Mixes (Gmm) ASTM 2041 (1), (3) Void Calculations, Cores or Formed Specimens % of Gmm (1), (3) Void Calculations, Cores or Formed Specimens ATT-36 (1), (3) Temperatures ATT-30 (1) Percent Compaction, Cores or Nuclear Density ATT-67, ATT-5 or ATT-11 (1) Random Test Site Locations ATT-56 (1) Correction Factors, Nuclear Moisture-Density Measurement ATT-48 (1) Pavement Smoothness using IRI Criteria See Contract Documents Travel lanes of all top lift paving
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