Types of reinforced concrete
AMERICAN CONCRETE INSTITUTE
A composite member with spirally reinforced concrete around a structural steel core shall conform to 10.13.7.1 through 10.13.7.4. 10.13.7.1 — Design yield strength of structural steel core shall be the specified minimum yield strength for the grade of structural steel used but not to exceed 50,000 psi.
[DOCX File]SECTION 03 30 53 (SHORT-FORM) CAST-IN-PLACE CONCRETE
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B.Concrete roads, walks, and similar exterior site work: Section 32 05 23, CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS. 1.3 TOLERANCES. A.ACI 117. B.Slab Finishes: ACI 117, F-number method in accordance with ASTM E1155. 1.4 REGULATORY REQUIREMENTS. A.ACI SP-66 - ACI Detailing Manual. B.ACI 318 - Building Code Requirements for Reinforced Concrete.
[DOC File]Specifications for Pervious Concrete Pavement
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3.5.2 Do not place concrete on frozen sub-grade or sub-base. 3.5.3 Other methods of conveying the concrete may be used when specified or permitted by the engineer. 3.5.4 Deposit concrete between the forms to a uniform height. 3.5.5 Spread the concrete using a …
[DOC File]SECTION 033300 - ARCHITECTURAL CONCRETE
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Furnish internally disconnecting ties that will leave no metal closer than 1-1/2 inches (38 mm)[, after exposing aggregate,] from the architectural concrete surface. Glass-fiber-reinforced plastic form ties, cut flush with concrete surface, leave no holes. Diameters of 1/2 and 1 inch (13 and 25 mm) are produced.
Concrete for Canal Lining - USDA
CONSTRUCTION SPECIFICATIONCS-UT-243, CONCRETE CANAL LINING. SCOPE. This construction specification is applicable for the construction and installation of non-reinforced slip-formed concrete lined field ditches, canals and laterals. The field ditches, canals and laterals shall be constructed at the location and to the dimensions and grades as ...
[DOCX File]SECTION 033000 - CAST-IN-PLACE CONCRETE
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Identify portions of building with different limits if required. Percentages below repeat ACI 301 (ACI 301M) limits, respectively, for prestressed (post-tensioned) concrete, reinforced concrete exposed to chloride, reinforced concrete that is not dry or protected from moisture, and reinforced concrete that is dry or protected from moisture.
[DOC File]Concrete: Introduction
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Concrete is not as likely to rot, corrode, or decay as other building materials. Concrete has the ability to be molded or cast into almost any desired shape. Building of the molds and casting can occur on the work-site which reduces costs. Concrete is a non-combustible material which makes it fire-safe and able withstand high temperatures.
[DOC File]SECTION 033000 - CAST-IN-PLACE CONCRETE
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Identify portions of building with different limits if required. Percentages below repeat ACI 301 limits, respectively, for prestressed (post-tensioned) concrete, reinforced concrete exposed to chloride, reinforced concrete that will not be dry or protected from moisture, and reinforced concrete that will be dry or protected from moisture.
[DOC File]Cast-in-Place Concrete
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1.3 Coordinate types, descriptions, and locations. 2. DESIGN ISSUES: 2.1 Design the project using the soft metric system for reinforcing and indicate both the standard and soft metric sizes in a specification table or on drawings. 2.2 Consider using Fiber reinforced concrete in the design.
[DOCX File]SECTION 03 30 00, CAST-IN-PLACE CONCRETE
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ACI 318 Building Code Requirements for Reinforced Concrete. ACI 301 – Standard Specifications for Structural Concrete. SUBMITTALS. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, and SAMPLES. All items indicated below are required submittals requiring Contracting Officer’s Representative (COR) review and approval.
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