Laserfiche WebLink
City of Everett 32 16 13A- 1 <br /> Inductive Charging Infrastructure for Everett Transit <br /> SECTION 32 16 13A -CONCRETE CURBS AND GUTTERS <br /> PART 1 -GENERAL <br /> 1.1 SUMMARY <br /> A. This Section includes requirements for constructing cement concrete curbs and gutters. <br /> 1.2 REFERENCES <br /> A. This Section incorporates by reference the latest revisions or the dated references (as <br /> noted) of the following documents. <br /> 1. ASTM International (ASTM) <br /> a. ASTM A615/A615M Standard Specification for Deformed and Plain Carbon- <br /> Steel Bars for Concrete Reinforcement <br /> b. ASTM C143/C143M Standard Test Method for Slump of Hydraulic-Cement <br /> Concrete <br /> c. ASTM C150/C150M Standard Specification for Portland Cement <br /> d. ASTM C881/C881M Standard Specification for Epoxy-Resin-Base Bonding <br /> Systems for Concrete <br /> 2. Washington State Department of Transportation (WSDOT) <br /> a. WSDOT Standard Specifications for Road, Bridge, and Municipal <br /> Construction latest version <br /> b. WSDOT Standard Plans <br /> 1.3 SUBMITTALS AND TRANSMITTALS <br /> A. Submit the following: <br /> 1. Concrete Mix Design: Provide concrete mix design and test results. <br /> B. Transmit the following: <br /> 1. Product Data: Provide manufacturers' product data for all materials being used. <br /> PART 2 - PRODUCTS <br /> 2.1 MATERIALS <br /> A. Concrete for Concrete Curb: <br /> 1. Minimum 28-day compressive strength of 3,000 pounds per square inch. <br /> 2. Slump (ASTM C143/C143M) not to exceed 1 inch. <br /> 3. Maximum coarse aggregate 3/4 inch. <br /> 32 16 13A- 1 CONCRETE CURB AND GUTTERS <br />