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Page 35
Suggested Citation:"APPENDIX D: COMPRESSIVE STRENGTH." National Academies of Sciences, Engineering, and Medicine. 2009. Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23023.
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Page 35
Page 36
Suggested Citation:"APPENDIX D: COMPRESSIVE STRENGTH." National Academies of Sciences, Engineering, and Medicine. 2009. Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23023.
×
Page 36
Page 37
Suggested Citation:"APPENDIX D: COMPRESSIVE STRENGTH." National Academies of Sciences, Engineering, and Medicine. 2009. Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23023.
×
Page 37
Page 38
Suggested Citation:"APPENDIX D: COMPRESSIVE STRENGTH." National Academies of Sciences, Engineering, and Medicine. 2009. Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23023.
×
Page 38
Page 39
Suggested Citation:"APPENDIX D: COMPRESSIVE STRENGTH." National Academies of Sciences, Engineering, and Medicine. 2009. Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23023.
×
Page 39
Page 40
Suggested Citation:"APPENDIX D: COMPRESSIVE STRENGTH." National Academies of Sciences, Engineering, and Medicine. 2009. Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23023.
×
Page 40
Page 41
Suggested Citation:"APPENDIX D: COMPRESSIVE STRENGTH." National Academies of Sciences, Engineering, and Medicine. 2009. Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23023.
×
Page 41

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.

NCHRP Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22 35 APPENDIX D: COMPRESSIVE STRENGTH

NCHRP Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22 36

NCHRP Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22 37

NCHRP Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22 38

NCHRP Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22 39

NCHRP Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22 40

NCHRP Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22 41

Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data Get This Book
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 Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data
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TRB’s National Cooperative Highway Research Program (NCHRP) has released Web-Only Document 140: Precision Estimates for AASHTO Test Methods T 186, T 154, and T 22, Determined Using CCRL Proficiency Sample Data. Web-Only Document 140 explores the precision estimates for American Association of State Highway and Transportation Officials’ Standard Test Method T 186 “Early Stiffening of Hydraulic Cement (Paste Method),” T 154 “Time of Setting of Hydraulic Cement Paste by Gillmore Needles,” and T 22 “Compressive Strength of Cylindrical Concrete Specimens.”

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