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Suggested Citation:"References ." National Academies of Sciences, Engineering, and Medicine. 2011. Precision Statements for AASHTO Standard Methods of Test T 148, T 265, T 267, AND T 283. Washington, DC: The National Academies Press. doi: 10.17226/14481.
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Page 9
Page 10
Suggested Citation:"References ." National Academies of Sciences, Engineering, and Medicine. 2011. Precision Statements for AASHTO Standard Methods of Test T 148, T 265, T 267, AND T 283. Washington, DC: The National Academies Press. doi: 10.17226/14481.
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Page 10

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

within one laboratory is about 9% and the accept- able range of TSR values between two laboratories is about 25%. These values validate the concerns of the highway agencies about the variability of this test method. Chapter 4 of NCHRP Web-Only Docu- ment 166 (4) presents the results of an investigation of the possible causes of this high variability. REFERENCES 1. Azari, H. NCHRP Web-Only Document 163: Preci- sion Estimates of AASHTO T 267: Determination of Organic Content in Soils by Loss on Ignition. TRB, The National Academies, Washington, DC, 2010. (http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_ w163.pdf) 2. Azari, H. NCHRP Web-Only Document 164: Pre- cision Estimates of AASHTO T 265: Laboratory Determination of Moisture Content of Soils. TRB, The National Academies, Washington, DC, 2010. (http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_ w164.pdf) 3. Azari, H. NCHRP Web-Only Document 165: Preci- sion Estimates of AASHTO T 148: Measuring Length of Drilled Concrete Cores. TRB, The National Acad- emies, Washington, DC, 2010. (http://onlinepubs. trb.org/onlinepubs/nchrp/nchrp_w165.pdf) 4. Azari, H., N. Kringos, and T. Scarpas. NCHRP Web-Only Document 166: Precision Estimates of AASHTO T 283: Resistance of Compacted Hot Mix Asphalt (HMA) to Moisture-Induced Damage. TRB, The National Academies, Washington, DC, 2010. (http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_ w166.pdf) 9 Condition of Test and Test Property Standard Deviation 1s Acceptable Range of Two Results d2s Single-Operator Precision 0.033 0.093 Multilaboratory Precision 0.087 0.247 Table 16 Precision estimates of TSR

Transportation Research Board 500 Fifth Street, NW Washington, DC 20001 These digests are issued in order to increase awareness of research results emanating from projects in the Cooperative Research Programs (CRP). Persons wanting to pursue the project subject matter in greater depth should contact the CRP Staff, Transportation Research Board of the National Academies, 500 Fifth Street, NW, Washington, DC 20001. COPYRIGHT INFORMATION Authors herein are responsible for the authenticity of their materials and for obtaining written permissions from publishers or persons who own the copyright to any previously published or copyrighted material used herein. Cooperative Research Programs (CRP) grants permission to reproduce material in this publication for classroom and not-for-profit purposes. Permission is given with the understanding that none of the material will be used to imply TRB, AASHTO, FAA, FHWA, FMCSA, FTA, or Transit Development Corporation endorsement of a particular product, method, or practice. It is expected that those reproducing the material in this document for educational and not-for-profit uses will give appropriate acknowledgment of the source of any reprinted or reproduced material. For other uses of the material, request permission from CRP. Subscriber Categories: Highways • Materials ISBN 978-0-309-15526-7 9 780309 155267 9 0 0 0 0

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TRB’s National Cooperative Highway Research Program (NCHRP) Research Results Digest 351: Precision Statements for AASHTO Standard Methods of Test T 148, T 265, T 267, AND T 283 summarizes the findings of four interlaboratory studies conducted in 2009 and 2010 to develop precision statements for the AASHTO standard methods of measuring length of drilled concrete cores, laboratory determination of moisture content of soils, determination of organic content in soils by loss of ignition, and resistance of compacted hot-mix asphalt to moisture-induced damage.

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