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fl <br />r <br />I <br />0 <br />I I <br />C <br />C <br />i <br />n <br />n <br />0 <br />0 <br />i <br />fl <br />I <br />SECTION 03300 <br />CAST -IN-PLACE CONCRETE <br />1911105HRUTORINtm <br />A. Section includes furnishing and installing minor concrete, for fence posts, bollards, <br />drainage ditch and other non-structural features for CHLF, as shown on the <br />Construction Drawings, as specified herein, and as needed for a complete <br />installation. <br />1.02 RELATED SECTIONS <br />A. Section 02200 — Site Earthwork <br />1.03 REFERENCES <br />A. ASTM A185 Specification for Welded Steel Wire Fabric for Concrete <br />Reinforcement <br />B. ASTM A615 Specification for Deformed and Plain Billet - Steel Bars for Concret* <br />C • • `•t' t <br />C. ASTM C94 Standard Specification for Ready -Mixed Concrete <br />D. ASTM C143 Test Method for Slump of Portland Cement Concrete <br />E. ASTM C150 Specification for Portland Cement <br />1.04 SUBMITTALS <br />A. The Contractor shall submit the following data to the Engineer for review in <br />accordance with Section 01300 — Submittals, a minimum of fifteen (15) calendar <br />days prior to material shipment. The Contractor shall obtain the Engineer's <br />acceptance of applicable submittals before material shipment. <br />1. Concrete mix designs. <br />2. Materials list of items proposed to be provided under this Section. <br />SHAW ENV/RONMENTAL, /NC. <br />San Joaquin County — Extension of Cap Corral Hollow Sanitary Landfill — CH Closure Cap Ext Proj_Technical Specs -4-19-12 Revl .DocRev. 0, 04/05/2012 <br />Cast -in -Place Concrete <br />03300-1 <br />