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Test Methods for Characterizing Air Void Systems in Portland Cement Pervious Concrete

Test Methods for Characterizing Air Void Systems in Portland Cement Pervious Concrete PDF Author: John T. Kevern
Publisher:
ISBN:
Category : Air content testing
Languages : en
Pages : 16

Book Description
Portland cement pervious concrete is becoming a common tool for stormwater management across the United States. The air void system in pervious concrete is particularly important because of its effect on stormwater infiltration, concrete strength, and long-term durability. However, currently the concrete industry lacks standardized testing techniques for characterizing air void systems in pervious concrete. In this paper a series of air system characterization tests performed during a field placement of pervious concrete is detailed, and the test results are compared. Fresh pervious concrete samples from two delivered mixtures were evaluated using pressure, volumetric, Chace, and air void analyzer air test methods. The hardened concrete samples were tested for water-permeable void content, water permeability, air voids (using ASTM Standard C457 method), and freeze-thaw durability (using ASTM Standard C666A method). Based on the results of the study, determination of air systems for the freeze-thaw protection of pervious concrete is proposed.

Test Methods for Characterizing Air Void Systems in Portland Cement Pervious Concrete

Test Methods for Characterizing Air Void Systems in Portland Cement Pervious Concrete PDF Author: John T. Kevern
Publisher:
ISBN:
Category : Air content testing
Languages : en
Pages : 16

Book Description
Portland cement pervious concrete is becoming a common tool for stormwater management across the United States. The air void system in pervious concrete is particularly important because of its effect on stormwater infiltration, concrete strength, and long-term durability. However, currently the concrete industry lacks standardized testing techniques for characterizing air void systems in pervious concrete. In this paper a series of air system characterization tests performed during a field placement of pervious concrete is detailed, and the test results are compared. Fresh pervious concrete samples from two delivered mixtures were evaluated using pressure, volumetric, Chace, and air void analyzer air test methods. The hardened concrete samples were tested for water-permeable void content, water permeability, air voids (using ASTM Standard C457 method), and freeze-thaw durability (using ASTM Standard C666A method). Based on the results of the study, determination of air systems for the freeze-thaw protection of pervious concrete is proposed.

11th PhD Symposium in Tokyo Japan

11th PhD Symposium in Tokyo Japan PDF Author: FIB – International Federation for Structural Concrete
Publisher: FIB - Féd. Int. du Béton
ISBN: 4990914805
Category : Technology & Engineering
Languages : en
Pages : 920

Book Description


A Novel Approach to Characterize Entrained Air Content in Pervious Concrete

A Novel Approach to Characterize Entrained Air Content in Pervious Concrete PDF Author: J. T. Kevern
Publisher:
ISBN:
Category : Air content testing
Languages : en
Pages : 10

Book Description
The current pervious concrete placed in cold climates generally contains air entrainment but, unlike traditional concrete, the evaluation of entrained air is not performed. This paper presents results from a study that characterized the entrained air voids in pervious concrete using a RapidAir system. The RapidAir system is an automatic device that determines the air void properties of hardened concrete according to ASTM C457, "Standard Test Method for Microscopical Determination of Parameters of the Air-Void System in Hardened Concrete." Two types of aggregates, i.e., crushed limestone and rounded river gravel (pea gravel), and two types of air entraining agents, i.e., natural and synthetic, were used. The air entrainment dosage rates varied from zero to double the manufacturer's recommended dosage. Compressive strength, tensile strength, and freeze-thaw durability (ASTM C666A) of the pervious concrete were tested. The results show that use of air entrainment improves workability of pervious concrete, thus reducing the overall porosity and increasing unit weight of the pervious concrete. The strength and freeze-thaw durability also increases with the level of entrained air in pervious concrete.

Microscopic Air Void Analysis of Hardened Portland Cement Concrete by the Isolated Shadow Technique

Microscopic Air Void Analysis of Hardened Portland Cement Concrete by the Isolated Shadow Technique PDF Author: Basil Mark Harris
Publisher:
ISBN:
Category :
Languages : en
Pages : 864

Book Description


Urban Sustainability and River Restoration

Urban Sustainability and River Restoration PDF Author: Katia Perini
Publisher: John Wiley & Sons
ISBN: 111924496X
Category : Business & Economics
Languages : en
Pages : 235

Book Description
Urban Sustainability and River Restoration: Green and Blue Infrastructure considers the integration of green and blue infrastructure in cities as a strategy useful for acting on causes and effects of environmental and ecological issues. River restoration projects are unique opportunities for sustainable development and smart growth of communities, providing multiple environmental, economic, and social benefits.This book analyzes initiatives and actions carried out and developed to improve environmental conditions in cities and better understand the environmental impact of (and in) dense urban areas in the United States and in Europe.

Standard Method of Test for Characterization of the Air-void System of Freshly Mixed Concrete by the Sequential Pressure Method

Standard Method of Test for Characterization of the Air-void System of Freshly Mixed Concrete by the Sequential Pressure Method PDF Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 0

Book Description
This method covers determination of the air content and sequential air method (SAM) number of freshly mixed concrete from observation of the change in volume of concrete with a sequential change in test pressure. This method is intended for use with concretes and mortars made with aggregates for which the aggregate correction factor can be satisfactorily determined by the technique described in Section 7. It is not applicable to concretes made with light-weight aggregates, air-cooled blast-furnace slag, or other aggregates with high porosity. This test method is also not applicable to nonplastic fresh concrete such as is commonly used in the manufacture of pipe and concrete masonry units.

Enhanced Entrained Air Void System Characterization for Durable Highway Concrete

Enhanced Entrained Air Void System Characterization for Durable Highway Concrete PDF Author: Anthony Torres
Publisher:
ISBN:
Category : Air-entrained concrete
Languages : en
Pages : 0

Book Description
The air void system in concrete provides a strong influence on the behavior of cementitious materials in both the fresh and hardened state, especially as it relates to freeze-thaw resistance and deicer scaling. The most common test procedure to characterize the air void system is ASTM C457 – Standard Test method for Microscopical Determination of Parameters of the Air-Void System in Hardened Concrete, which involves microscopic determination of the air content, paste content, air-void size distribution, and spatial dispersion of a sawn concrete sample. This procedure is reliant on the user to make hundreds of critical decisions per sample, which requires significant time, and is potentially subject to human error. Additionally, ASTM C457 provides minimal guidance regarding the exact steps and equipment necessary to prepare a sample for evaluation. The outcome of this research not only provides specific information regarding sample preparation for hardened concrete air void analysis, it also develops an alternative characterization technique that drastically minimizes evaluation time, human error, and increases reliability of key hardened air void characterization parameters. Specific results show on average air void difference of 0.5% and 0.7% between the alternative method versus ASTM C457 Procedure A and B, respectively. The results also show a significant reduction of analysis time from approximately 2 – 4 hours per sample to 15 minutes per sample when using the alternative method.

Automated Air-void System Characterization of Hardened Concrete

Automated Air-void System Characterization of Hardened Concrete PDF Author: Karl W. Peterson
Publisher:
ISBN:
Category :
Languages : en
Pages : 404

Book Description


Report on Pervious Concrete

Report on Pervious Concrete PDF Author: ACI Committee 522
Publisher:
ISBN: 9780870313646
Category : Lightweight concrete
Languages : en
Pages : 38

Book Description
"This report provides technical information on pervious concrete's application, design methods, materials, properties, mixture proportioning, construction methods, testing, and inspection. The term 'pervious concrete' typically describes a near-zero-slump, open-graded material consisting of portland cement, coarse aggregate, little or no fine aggregate, admixtures, and water." [p. 1]

Field Study of Air Content Stability in the Slipform Paving Process

Field Study of Air Content Stability in the Slipform Paving Process PDF Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 230

Book Description
This study evaluated the impacts of construction on the air content and air-void system structure of Portland cement concrete pavements. The primary intent was to quantify the air content of fresh concrete before and after it has gone through the slipform paver. The air-void system parameters of hardened concrete were then assessed using cast and extracted core specimens. The results of the air content testing on fresh concrete and the concrete cylinder specimens cast in the field suggested that there is some loss of air as the concrete passes through the paver. Laboratory testing performed on cores extracted from the pavement did not provide any conclusive evidence that entrained air is lost during the slipform paving process. In fact, many of the extracted cores had measured air content values that were much higher than the specification requirement. If excessive, this could result in increased permeability and low-strength related issues. Although a rigorous statistical analysis was not performed, the results suggest that the air content testing on fresh concrete is not capturing the true air content of the concrete placed with a slipform paver. The fresh concrete air content is generally lower than the air content measured in the cores.