A Study of the Reliability of the ASTM C-666 Freeze-thaw Test of Concrete

A Study of the Reliability of the ASTM C-666 Freeze-thaw Test of Concrete PDF Author: Vernon J. Marks
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ISBN:
Category : Concrete
Languages : en
Pages : 10

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A Study of the Reliability of the ASTM C-666 Freeze-thaw Test of Concrete

A Study of the Reliability of the ASTM C-666 Freeze-thaw Test of Concrete PDF Author: Vernon J. Marks
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ISBN:
Category : Concrete
Languages : en
Pages : 10

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Freeze-thaw Durability of Concrete with and Without Silica Fume in ASTM C 666 (procedure A) Test Method

Freeze-thaw Durability of Concrete with and Without Silica Fume in ASTM C 666 (procedure A) Test Method PDF Author:
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ISBN:
Category :
Languages : en
Pages : 0

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Freeze-thaw Durability of Concrete with and Without Silica Fume in ASTM C 666 (procedure A) Test Method

Freeze-thaw Durability of Concrete with and Without Silica Fume in ASTM C 666 (procedure A) Test Method PDF Author:
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ISBN:
Category :
Languages : en
Pages : 10

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Expert/knowledge-based Systems for Cement and Concrete

Expert/knowledge-based Systems for Cement and Concrete PDF Author: Lawrence J. Kaetzel
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ISBN:
Category : Expert systems (Computer science)
Languages : en
Pages : 274

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Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing

Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing PDF Author:
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Category :
Languages : en
Pages : 6

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Freeze-Thaw Testing of Coarse Aggregate in Concrete

Freeze-Thaw Testing of Coarse Aggregate in Concrete PDF Author: RH. Vogler
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Category : Coarse aggregate
Languages : en
Pages : 10

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The procedures used to evaluate the durability of coarse aggregate in concrete by freezing and thawing were determined by a survey. Results indicate that a number of state transportation agencies use freeze-thaw procedures in place of, or in addition to, sulfate soundness and other tests. However, each agency's procedure has unique aspects. ASTM Test Method for Resistance of Concrete to Rapid Freezing and Thawing (C 666) describes the procedures for freeze-thaw cycling and gives partial information on expressing test results, but ASTM has no standard procedure to guide the testing agency in important aspects such as: aggregate grading, aggregate moisture treatment and pretreatment, and concrete mixture proportioning (including cement content, air content of concrete, or curing procedure). The ASTM C 666 method of expressing results for change in length does not permit comparison between different aggregates. The information in this paper is intended to assist ASTM Committee C9 on Concrete and Concrete Aggregates in preparing a practice for evaluation of coarse aggregate in concrete by freezing and thawing.

100 Years of Concrete Pavements in Iowa

100 Years of Concrete Pavements in Iowa PDF Author: Todd D. Hanson
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ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 246

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"The objective of this report is to document various changes in specifications, pavement design and equipment for PCC paving from the early 1900s to present. This includes changes that were made to the specification book and supplemental specifications"--Technical report title page.

Material and Construction Optimization for Prevention of Premature Pavement Distress in PCC Pavements

Material and Construction Optimization for Prevention of Premature Pavement Distress in PCC Pavements PDF Author:
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ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 300

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In Phase I, the research team contacted each of 16 participating states to gather information about concrete and concrete material tests. A preliminary suite of tests to ensure long-term pavement performance was developed. The tests were selected to provide useful and easy-to-interpret results that can be performed reasonably and routinely in terms of time, expertise, training, and cost. The tests examine concrete pavement properties in five focal areas critical to the long life and durability of concrete pavements: (1) workability, (2) strength development, (3) air system, (4) permeability, and (5) shrinkage. The tests were relevant at three stages in the concrete paving process: mix design, preconstruction verification, and construction quality control. In Phase II, the research team conducted field testing in each participating state to evaluate the preliminary suite of tests and demonstrate the testing technologies and procedures using local materials.

Modification of ASTM C666 for Testing Resistance of Concrete to Freezing and Thawing in Sodium Chloride Solution

Modification of ASTM C666 for Testing Resistance of Concrete to Freezing and Thawing in Sodium Chloride Solution PDF Author: Howard Newlon
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ISBN:
Category : Concrete
Languages : en
Pages : 19

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Since 1961 the Research Council has used equipment manufactured by Conrad, Inc. for exposing concrete specimens to rapid cycles of freezing and thawing. In addition, the Materials Division of the Virginia Department of Highways and Transportation sends to the Research Council specimens of concrete mixtures and related materials not previously used in the Department's construction when freezing and thawing tests are required as part of the Department's acceptance procedures. The Council's freezing and thawing procedures are based upon ASTM Designation C666 "Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing", Procedure A (freezing and thawing in water), except that surrounding the specimens is a 2% solution of NaCl rather than water. Prior to exposure, specimens are moist cured for 14 days and air dried for 7 days. Based upon about 17 years of experience in the use of this approach at the Council, the following criteria have been established for judging acceptability. Weight loss, maximum at 300 cycles 7% Surface factor, maximum at 300 cycles 3% Durability factor at 300 cycles 60% A limited evaluation of this procedure was made using NaCl solutions with concentrations of 4%, 3%, 2% and 0% (water). Concretes of three levels of expected durability were tested. Based on these tests the following conclusions were drawn. 1. Freezing and thawing of specimens using the procedures of ASTM C666 as modified to use 2% NaCl solution as the surrounding medium rather than water is more severe and more discriminating than using water as required by the standard method. 2. Minor variations of salt concentration likely to be encountered during the progress of the testing do not significantly affect the results. 3. The period of drying between moist curing and exposure to freezing and thawing in an NaCl solution significantly improves the indicated performance. 4. Based upon ACI recommendations for durable concrete, the Council's current requirements for evaluating freezing and thawing resistance may be too lenient for concrete subjected to severe exposure conditions.

In-situ Monitoring and Testing of IBRC Bridges in Wisconsin

In-situ Monitoring and Testing of IBRC Bridges in Wisconsin PDF Author:
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ISBN:
Category : Bridges
Languages : en
Pages : 238

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