Analysis of Aggregate KT-2 a 250 TONS AGGREGATE FOR CONCRETE Analysis of Aggregate KT-2 a 250 TONS Material Passing the No. KT-3 250 TONS 200 Sieve by the Wash a Method Sticks in Aggregate KT-35 e Clay Lumps in Aggregate KT-7 e Shale or Shalelike Materials KT-8 e in Aggregate Unit Weight (light weight Section 1102(d)(3) e aggregate only) PORTLAND CEMENT TREATED BASE Sieve Analysis of KT-2 1 in A.M. and 1 in P.M. or each 500 TONS a Aggregate Plasticity Tests KT-10 1 in A.M. and 1 in P.M. or each 500 TONS Moisture KT-11 or g e Minimum of 1 per day Density Standard KT-12 e Minimum of 1 per day Field Density Tests KT-13 or KT-41 a 1 000 ft/width laid or 2 000 ft/lane Moisture Tests KT-11 or KT-41 a 1 000 ft/width laid or 2 000 ft/lane UNDERDRAIN AGGREGATE Sieve Analysis of KT-2 250 TONS a Aggregate Sticks in Aggregate KT-35 e Clay in Aggregate KT-7 e CRUSHED STONE FOR BACKFILL Sieve Analysis of KT-2 500 TONS a Aggregate Clay Lumps in Aggregate KT-7 e STONE FOR RIPRAP, CHECKS & OTHER MISC. USES Sieve Analysis of KT-2 500 TONS or yd3 a Aggregate Note: Tests to be conducted at production site. CONSTRUCTION OR ITEM REQUIRED TEST METHOD ACCEPTANCE SAMPLES TESTS MATERIAL TYPE Moisture/Density and D4609 e 4 series of Standard Proctors Moisture/Density Compressive Strength relationships for each earth fill material. Two series Tests incorporating 16% fly ash by dry weight, at delays of 0 and 2 hours. Two series incorporating 13% fly ash by dry weight at compaction delays of 0 to 2 hours.
Analysis of Aggregate KT-2 a 250 TONS AGGREGATE FOR CONCRETE Analysis of Aggregate KT-2 a 250 TONS Material Passing the No. 200 Sieve by the Wash Method KT-3 a 250 TONS Sticks in Aggregate KT-35 e Clay Lumps in Aggregate KT-7 e Shale or Shalelike Materials in Aggregate KT-8 e Unit Weight (light weight aggregate only) Section 1102(d)(3) e PORTLAND CEMENT TREATED BASE Sieve Analysis of Aggregate KT-2 a 1 in A.M. and 1 in P.M. or each 500 TONS Plasticity Tests KT-10 1 in A.M. and 1 in P.M. or each 500 TONS Moisture KT-11 or g e Minimum of 1 per day Density Standard KT-12 e Minimum of 1 per day Field Density Tests KT-13 or KT-41 a 1 000 ft/width laid or 2 000 ft/lane Moisture Tests KT-11 or KT-41 a 1 000 ft/width laid or 2 000 ft/lane UNDERDRAIN AGGREGATE Sieve Analysis of Aggregate KT-2 a 250 TONS Sticks in Aggregate KT-35 e Clay in Aggregate KT-7 e CRUSHED STONE FOR BACKFILL Sieve Analysis of Aggregate KT-2 a 500 TONS Clay Lumps in Aggregate KT-7 e STONE FOR RIPRAP, CHECKS & OTHER MISC. USES Sieve Analysis of Aggregate KT-2 a 500 TONS or yd3 Note: Tests to be conducted at production site. ITEM CONSTRUCTION OR MATERIAL TYPE REQUIRED TEST METHOD ACCEPTANCE SAMPLES TESTS Moisture/Density and Compressive Strength Tests D4609 e 4 series of Standard Proctors Moisture/Density relationships for each earth fill material. Two series incorporating 16% fly ash by dry weight, at delays of 0 and 2 hours. Two series incorporating 13% fly ash by dry weight at compaction delays of 0 to 2 hours.
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