expand Chapter : 01 Quality Management System (QMS) for Asphalt Pavements ‎(5)
expand Chapter : 02 Materials Used in Asphalt Paving ‎(4)
expand Chapter : 03 Asphalt Pavement Design ‎(6)
expand Chapter : 04 Asphalt Mix Design and Job Mix Formulas ‎(14)
expand Chapter : 05 Asphalt Plant Equipment and Requirements ‎(10)
expand Chapter : 06 Asphalt Plant Operations ‎(12)
expand Chapter : 07 Asphalt Mixture Sampling and Testing ‎(21)
expand Chapter : 08 Recycling of Asphalt Pavements ‎(7)
expand Chapter : 09 Roadway Paving Operations ‎(11)
expand Chapter : 10 Roadway Inspection and Testing of Asphalt Pavements ‎(10)
expand Chapter : 11 Pavement Smoothness / Rideability ‎(1)
expand Chapter : 12 Records and Reports ‎(5)
expand Chapter : Appendices ‎(2)

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07 Asphalt Mixture Sampling and Testing102373602/6/2018 2:26:28 AMContents 7.4.1 MIX VERIFICATION REQUIREMENTS 7.4.2 ALLOWABLE MIX ADJUSTMENTS 7.4.3 CONTROL CHARTS (QA / QC-6 FORM https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
07 Asphalt Mixture Sampling and Testing102373611/26/2018 3:09:49 AMContents 7.5.1 AGGREGATE, RAP, AND RAS SAMPLING 7.5.2 NUMBERING OF MIX SAMPLES 7.5.3 SAMPLING MIX FROM TRUCK https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
07 Asphalt Mixture Sampling and Testing102373652/7/2018 9:11:49 PMContents 7.19 ALLOWABLE RESAMPLING AND RETESTING FOR MIX DEFICIENCIES 7.19.1 GUIDELINES FOR RETESTS OF PLANT MIX DEFICIENCIES https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
07 Asphalt Mixture Sampling and Testing102373675/12/2017 7:48:57 PMA high frequency of asphalt plant mix or density deficiencies may result in future deficient asphalt being excluded from acceptance at an adjusted contract unit price in https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
09 Roadway Paving Operations102376285/15/2017 1:04:09 PMThe following rule of “rounding off” shall be used in all calculations When the digit to be dropped (one digit beyond significant digit) is 0, 1, 2, 3 and 4, the preceding digit https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
07 Asphalt Mixture Sampling and Testing102376295/12/2017 7:02:32 PMContents 7.7.1 GENERAL 7.7.2 MATERIALS FINER THAN 75 μm (No. 200) SIEVE IN MINERAL AGGREGATES BY WASHING (NCDOT T-11 https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
07 Asphalt Mixture Sampling and Testing102376355/12/2017 7:11:00 PMContents 7.12.1 GENERAL 7.12.2 EQUIPMENT 7.12.3 SAMPLE 7.12.4 PROCEDURE 7 https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
07 Asphalt Mixture Sampling and Testing102376392/7/2018 9:12:28 PMContents 7.16.1 GENERAL 7.16.2 EQUIPMENT 7.16.3 SAMPLE 7.16.4 EVALUATION OF TEST SPECIMENS AND https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
03 Asphalt Pavement Design102376451/26/2018 2:32:53 AM[top of page ] Previous Page | Next Page string;#<a style='float:left;text-align:left;margin-left:20px;' href='Asphalt-QMS-Manual-Text.aspx?Method=AQMSM-03-06'>Example https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse
04 Asphalt Mix Design and Job Mix Formulas102376465/12/2017 3:16:48 PMAs stated in Section 2 , an asphalt mixture is composed of three basic components 1) asphalt binder, 2) aggregates and 3) air voids The asphalt material, which can be https://connect.ncdot.gov/resources/Materials/Lists/AsphaltQMSManual/AllItems.aspxFalse

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