SS 202 Appendix 1 - 1 for every second sample Fracture Count on Coarse of washed sieve test for Aggregate (BCH 1-13) base aggregates Compaction: ASTM D 698 Standard 1 per material, or a To Ministry Embankment Test Method for variance of the material Representative's Laboratory Compaction type. satisfaction ASTM D 2922 Density of 4 tests per 20m per lift (2 SS 201 Soil and Soil-Aggregate in at randomly selected Place by Nuclear locations and 2 within Methods 0.5m of the left and right edges. Control Strip (see 1 per material, or a To Ministry Appendix Control Strip variance of the material Representative's – Compaction Method) type, as required by the satisfaction Ministry Representative Proof Roll As required by the Ministry To Ministry Representative Representative's satisfaction ASTM D 698 Standard 1 per 5,000 m3 Bridge End Fill Test Method for Laboratory Compaction ASTM D 2922 Density of 1 per 100 m2 of each lift SS 202 Soil and Soil-Aggregate in Place by Nuclear Methods ASTM D 698 Standard 1 per material, or a Top 300 mm of Test Method for variance of the material Subgrade Laboratory Compaction type ASTM D 2922 Density of 4 tests per 20m per lift (2 SS 201 Soil and Soil-Aggregate in at randomly selected Place by Nuclear locations and 2 within Methods 0.5m of the left and right edges. ASTM D 698 Standard 1 per 25,000 m3 of each SS 202 Base and Test Method for type of material and aggregates Laboratory Compaction whenever the accepted gradation curve is changed. ASTM D 2922 Density of 4 tests per 20m per lift (2 SS 202 Soil and Soil-Aggregate in at randomly selected Place by Nuclear locations and 2 within Methods 0.5m of the left and right edges.
SS 202 Appendix 1 - Fracture Count on Coarse Aggregate (BCH 1-13) 1 for every second sample of washed sieve test for base aggregates Compaction: Embankment ASTM D 698 Standard Test Method for Laboratory Compaction 1 per material, or a variance of the material type. To Ministry Representative's satisfaction ASTM D 2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods 4 tests per 20m per lift (2 at randomly selected locations and 2 within 0.5m of the left and right edges. SS 201 Control Strip (see Appendix – Control Strip Compaction Method) 1 per material, or a variance of the material type, as required by the Ministry Representative To Ministry Representative's satisfaction Proof Roll As required by the Ministry Representative To Ministry Representative's satisfaction Bridge End Fill ASTM D 698 Standard Test Method for Laboratory Compaction 1 per 5,000 m3 ASTM D 2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods 1 per 100 m2 of each lift SS 202 Top 300 mm of Subgrade ASTM D 698 Standard Test Method for Laboratory Compaction 1 per material, or a variance of the material type ASTM D 2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods 4 tests per 20m per lift (2 at randomly selected locations and 2 within 0.5m of the left and right edges. SS 201 Base and aggregates ASTM D 698 Standard Test Method for Laboratory Compaction 1 per 25,000 m3 of each type of material and whenever the accepted gradation curve is changed. SS 202 ASTM D 2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods 4 tests per 20m per lift (2 at randomly selected locations and 2 within 0.5m of the left and right edges. SS 202