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[DOCX File]Section 32 13 13.51 Concrete Pavement for SLR Applications
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Concrete Pavement for Street and Local Road Applications32 13 13.51 - 1. National Ready Mixed Concrete Association. National Ready Mixed Concrete Association • 900 Spring Street, Silver Spring, MD 20910 • 888-84-NRMCA • www.nrmca.org
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[DOCX File]SECTION 03 48 21 PRECAST CONCRETE BURIAL CRYPTS …
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D.Concrete Placement: 1.Porosity, strength, weight and gradation of coarse aggregate shall be as required to produce specified characteristics. 2.Units shall be cast in steel forms designed to suit shape and finish required. Each element of the unit shall be cast as an integral piece free of …
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[DOC File]Cast-in-Place Concrete Specification
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Mix patching concrete of same materials and mixture as original concrete, except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. Repair random cracks and single holes 1 inch (25 mm) or …
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[DOC File]Guide Specification
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In general, integrally colored concrete can be specified with same materials used in high-quality uncolored concrete. Colors of cement, supplementary cementitious materials, and aggregates affect appearance of concrete. Aggregate selection is especially important with exposed aggregate …
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ACI Committee 549
Fine-grained concrete that is used in textile reinforced concrete has similar characteristics to mortar. Its aggregate usually has a very small grain size of not more than 4 mm. The first crack stress describes the stress level related to the LOP (loss of proportionality) of the stress-strain curve.
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Pervious Concrete
National Ready Mix Concrete Association (NRMCA) Pervious Concrete Contractor Certifications and project experience as specified in Section 1.05.A for the crew assigned to this project. DESIGNER NOTE: The designer should incorporate by reference these requirements in Division 00 of the Specifications.
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[DOC File]TECH SPEC TECH SPEC
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Section 32 11 23 Aggregate Base Courses. Section 32 16 13 Curbs and Gutters. Section 32 17 00 Paving Specialties (Bumpers, markings, snow melting) Section 33 46 16.19 Pipe Underdrains. 1.03 References. American Association of State Highway and Transportation Officials (AASHTO) GDPS-4-M Guide for Design of Pavement Structures
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[DOC File]SECTION 033000 - CAST-IN-PLACE CONCRETE
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Aggregate size limits relate to spacing of steel reinforcement, depth of slab, or thickness of concrete member. Maximum Coarse-Aggregate Size: [1-1/2 inches (38 mm)] [1 inch (25 mm)] [3/4 inch (19 mm)] nominal. Retain "Fine Aggregate" Subparagraph below if optional restriction for fine aggregate in ASTM C 33/C 33M is required.
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ACI 122R-02 - American Concrete Institute
At the same concrete density, a coarse-lightweight-aggregate grading provides a concrete with a higher thermal-conductivity value than a fine-lightweight-aggregate-grading concrete due to the differences in aggregate (coarse fraction) and paste (fine grading) volume fractions. 3.6—Sample thermal conductivity calculations using the cubic model
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[DOC File]Specifications for Pervious Concrete Pavement
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West Conshohocken, PA 19428. 1.3.3 NRMCA. National Ready Mixed Concrete Association. 900 Spring Street. Silver Spring, MD 20910. 1.4 — Referenced Standards. 1.4.1 ACI standards. 301 Specifications for Structural Concrete. 305.1 Standard Specification for Hot Weather Concreting. 306.1 Standard Specification for Cold Weather Concreting
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Pa aggregate and concrete association