MAXIMUM DRY DENSITY: Modified Compaction AS 1289.5.2.1 Three Point Method TP 164(1) DRY DENSITY RATIO TP 320 (1) The three point method may be used to provide MDD value in stabilised material. (2) For granular pavement materials only. 14. HOLD POINTS The following is a summary of Hold Points referenced in this Part: CLAUSE RESPONSE HOLD REF. TIME Submission of Procedures (if not in Post Tender Submission) and Plant 2 7 days Details 15. VERIFICATION REQUIREMENTS AND RECORDS 15.1 Test Records The Contractor must undertake the testing specified in this Clause and supply written evidence of compliance with the lot package. CLAUSE TEST ACCEPTANCE SUBJECT PROPERTY TEST FREQUENCY REF. PROCEDURE LIMITS Binder One test per 150 t or Within ± 0.5% of Refer Quality Plan Content part thereof that specified Mixed Material 4.2 Properties Moisture AS 1289.2.1.1 or One test per calibration Report Only Content AS 1289.2.1.4. curve Pavement Dry Density Not less than 12.4 TP 320 Refer Table 12.4 Compaction Ratio 96% Surface of As specified in As specified in 12.5 Pavement Levels Part R20 Part CH30 Part CH30 Course 15.2 Records The Contractor must supply the following records: CLAUSE SUBJECT RECORD TO BE PROVIDED REF. 4.2 Process Control production records of binder consumed, material mixed and placed 4.2 Process Control calculation of average binder content ____________
MAXIMUM DRY DENSITY: Modified Compaction Three Point Method AS 1289.5.2.1 TP 164(1) DRY DENSITY RATIO TP 320 (1) The three point method may be used to provide MDD value in stabilised material. (2) For granular pavement materials only. 14. HOLD POINTS The following is a summary of Hold Points referenced in this Part: CLAUSE REF. HOLD RESPONSE TIME 2 Submission of Procedures (if not in Post Tender Submission) and Plant Details 7 days 15. VERIFICATION REQUIREMENTS AND RECORDS 15.1 Test Records The Contractor must undertake the testing specified in this Clause and supply written evidence of compliance with the lot package. CLAUSE REF. SUBJECT PROPERTY TEST PROCEDURE TEST FREQUENCY ACCEPTANCE LIMITS 4.2 Mixed Material Properties Binder Content Refer Quality Plan One test per 150 t or part thereof Within ± 0.5% of that specified Moisture Content AS 1289.2.1.1 or AS 1289.2.1.4. One test per calibration curve Report Only 12.4 Pavement Compaction Dry Density Ratio TP 320 Refer Table 12.4 Not less than 96% 12.5 Surface of Pavement Course Levels As specified in Part CH30 As specified in Part CH30 Part R20 15.2 Records The Contractor must supply the following records: CLAUSE REF. SUBJECT RECORD TO BE PROVIDED 4.2 Process Control production records of binder consumed, material mixed and placed 4.2 Process Control calculation of average binder content ____________
Part_R22_Plant_Mixed_Stabilised_Pavement_Mar_2008.docx