ASTM C 88 Mg SO4 1 per aggregate source, if SS 202 Soundness Micro Deval fails SS 202 Appendix 2 - 1 per source if the To the satisfaction of the Petrographic Analysis aggregate fails any of the Ministry Representative Test above three tests Add’l test for High Fines ASTM D 4318 Plastic 1 per aggregate source SS 202 Surfacing Aggregate Limit During all Roadway ASTM C 136, Dry Sieve 1 per hour per 300 t/hr or SS 202 or SS 531 Aggregate Production Analysis of Aggregates2 part thereof of production ASTM C 117, Sieve 1 per shift SS 202 or SS 531 Analysis of Aggregates by Washing SS 202 Appendix 1 - 1 for second sample SS 202 or SS 531 Fracture Count on Coarse of dry sieve test for base Aggregate (BCH 1-13) aggregates Compaction: Embankment Proof Roll As required by the To Ministry Ministry Representative Representative's satisfaction Test Strip 1 per material, if required To Ministry by the Ministry Representative's Representative satisfaction ASTM D 2922 Density of 3 tests per 20 m per lift, SS 201 Soil and Soil-Aggregate in on CL and on Lt & Rt Place by Nuclear Methods fog lines 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 Top 300 mm of ASTM D 698 Standard 1 per material Subgrade Test Method for Laboratory Compaction ASTM D 2922 Density of 3 tests per 20 m per lift, SS 201 Soil and Soil-Aggregate in on CL and on Lt & Rt Place by Nuclear Methods fog lines. Base and sub-base ASTM D 698 Standard 1 per 25,000 m3 of each SS 202 aggregates Test Method for type of material and Laboratory Compaction whenever the accepted gradation curve is changed. ASTM D 2922 Density of 3 tests per 50 m per lift, SS 202 Soil and Soil-Aggregate in on CL and on Lt & Rt Place by Nuclear Methods fog lines
ASTM C 88 Mg SO4 Soundness 1 per aggregate source, if Micro Deval fails SS 202 SS 202 Appendix 2 - Petrographic Analysis Test 1 per source if the aggregate fails any of the above three tests To the satisfaction of the Ministry Representative Add’l test for High Fines Surfacing Aggregate ASTM D 4318 Plastic Limit 1 per aggregate source SS 202 During all Roadway Aggregate Production ASTM C 136, Dry Sieve Analysis of Aggregates2 1 per hour per 300 t/hr or part thereof of production SS 202 or SS 531 ASTM C 117, Sieve Analysis of Aggregates by Washing 1 per shift SS 202 or SS 531 SS 202 Appendix 1 - Fracture Count on Coarse Aggregate (BCH 1-13) 1 for second sample of dry sieve test for base aggregates SS 202 or SS 531 Compaction: Embankment Proof Roll As required by the Ministry Representative To Ministry Representative's satisfaction Test Strip 1 per material, if required by the Ministry Representative To Ministry Representative's satisfaction ASTM D 2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods 3 tests per 20 m per lift, on CL and on Lt & Rt fog lines SS 201 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 ASTM D 2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods 3 tests per 20 m per lift, on CL and on Lt & Rt fog lines. SS 201 Base and sub-base 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 3 tests per 50 m per lift, on CL and on Lt & Rt fog lines SS 202
minor_sample_special_provisions.docx