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23315 Dike Road <br /> Arington.WA 98223 <br /> 360.435.5791 <br /> CPC Materials,Inc. <br /> Commercial Concrete Submittal Summary <br /> 08/16/2023 <br /> Date: 08/16/2023 <br /> To: H5 Contracting, LLC <br /> Jolene Hackett <br /> From: Jasper Smith <br /> RE: Everett Wal-Mart Remodel <br /> Everett Wal-Mart Remodel <br /> The mixes chosen for this submittal were based on the documents provided by and conversations had <br /> with the requesting party. It is the responsibility of the appropriate project representatives to <br /> determine if the submitted mixes meet all of the project specifications and are approved for the stated <br /> use on this submittal. <br /> The mixes below have been included with this submittal for your review: <br /> Specified <br /> Mix Use Slump Air W/CM Strength <br /> 0240P Int.Slab 5"(+/-1") 1.5 0.4 4000 psi @ 28 <br /> 4000 PSI W/WRA 7/8" Days <br /> 033500S Non Exposed Footings/Formed 4"(+/-1") 1.5 0.5 3500 psi @ 28 <br /> 3500 PSI 7/8 SLAG Walls/Non-Structural Ext. Pavement& Days <br /> Slabs/Int.Curbs and Other Structural <br /> Concrete <br /> 0345AP Exposed Formed Walls/Non-Structural 4"(+/-1") 5.5%(+/-1.5) 0.44 4500 psi @ 28 <br /> 4500PSIAEAWRASLAG Ext.Pavement&Slabs and Other Days <br /> Structural Concrete <br /> 0350AP Compactor Pad 4"(+/-1") 5.5%(+/ 1.5) 0.4 5000 psi @ 28 <br /> 5000 PSI AEA WRA Days <br /> Smokey Point Concrete/Skagit Ready Mix, mix designs (strength, slump, air and unit weight) are based <br /> on testing at the truck discharge per ASTM standards. Concrete mix design ingredients may be adjusted <br /> to maintain yield, consistency and performance. Aggregate mass and specific gravity is reported in the <br /> saturated surface dry condition and must be adjusted for the moisture condition of the aggregates at <br /> the time of batch. Concrete will be batched in accordance with the applicable portions of the ASTM C94 <br /> standards unless otherwise agreed upon. <br /> Sincerely, <br /> Jasper Smith <br /> jfsmith@smokeypointconcrete.com <br />