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Suggested Citation:"Appendix D: Normal Summary Tables." National Academies of Sciences, Engineering, and Medicine. 2005. Precision Estimates for AASHTO Test Method T308 and the Test Methods for Performance-Graded Asphalt Binder in AASHTO Specification M320. Washington, DC: The National Academies Press. doi: 10.17226/21969.
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Page 47

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D-1 APPENDIX D: Normal Summary Tables Test T308 Ignition Oven Test 48 Cleveland Flash Test T228Specific Gravity d2s 5% diff R-Squared for Input Analyzer d2s 5% diff R-Squared for Input Analyzer d2s 5% diff R-Squared for Input Analyzer Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit 3 0.30 0.30 0.9921 Normal 181 26 26 0.9798 Normal 181 0.0034 0.003 0.9258 Weibull 4 0.31 0.31 0.9892 Beta 182 27 26 0.9859 Weibull 182 0.0034 0.003 0.9206 Weibull 5 0.34 0.33 0.9934 Normal 183 26 27 0.9533 Normal 183 0.0046 0.005 0.9507 Lognormal 6 0.33 0.33 0.9876 Normal 184 24 24 0.9664 Normal 184 0.0048 0.005 0.9353 Lognormal 7 0.35 0.35 0.9913 Beta 185 35 34 0.9834 Triangular 185 0.0037 0.004 0.9243 Normal 8 0.34 0.34 0.9917 Normal 186 36 35 0.9898 Normal 186 0.0036 0.004 0.9210 Lognormal average = 0.33 0.33 187 35 36 0.9222 Erlang 187 0.0032 0.003 0.9158 Weibull 188 34 35 0.9347 Gamma 188 0.0037 0.004 0.9073 Triangular 189 26 25 0.9903 Triangular 189 0.0028 0.003 0.8818 Weibull 190 25 25 0.9944 Normal 190 0.0037 0.004 0.8625 Weibull 191 35 34 0.9780 Weibull 191 0.0037 0.004 0.9159 Normal 192 34 34 0.9580 Triangular 192 0.0034 0.003 0.9362 Beta 193 20 20 0.9807 Normal 193 0.0028 0.003 0.9116 Weibull 194 21 21 0.9755 Normal 194 0.0022 0.002 0.8554 Weibull 195 22 22 0.9781 Normal 195 0.0039 0.004 0.9604 Normal 196 21 21 0.9751 Normal 196 0.0037 0.004 0.9535 Weibull average = 28 28 average = 0.0035 0.0036 Table 21 – T308 Ignition Oven Table 22- T48 Cleveland Flash Table 23- T228 Specific Gravity Test T240 RTFO Loss Test T313BBR Slope Test T313BBR Stiffness d2s 5% diff R-Squared for Input Analyzer d2s 5% diff R-Squared for Input Analyzer d2s 5% diff R-Squared for Input Analyzer Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit 181 0.16 0.16 0.9940 Normal 181 0.024 0.024 0.9907 Normal 181 42 42 0.9725 Normal 182 0.16 0.16 0.9885 Normal 182 0.026 0.025 0.9930 Normal 182 41 41 0.9896 Normal 183 0.06 0.06 0.9954 Normal 183 0.019 0.019 0.9941 Beta 183 33 33 0.9857 Normal 184 0.06 0.06 0.9831 Erlang 184 0.022 0.021 0.9949 Erlang 184 34 33 0.9951 Erlang 185 0.12 0.12 0.9783 Beta 185 0.024 0.023 0.9900 Normal 185 32 32 0.9899 Beta 186 0.12 0.12 0.9826 Normal 186 0.025 0.025 0.9930 Normal 186 34 33 0.9907 Normal 187 0.20 0.20 0.9965 Normal 187 0.028 0.027 0.9954 Weibull 187 22 22 0.9789 Triangular 188 0.19 0.19 0.9934 Normal 188 0.025 0.025 0.9914 Weibull 188 24 24 0.9890 Weibull 189 0.06 0.06 0.9840 Weibull 189 0.021 0.021 0.9917 Gamma 189 36 35 0.9896 Normal 190 0.06 0.06 0.9799 Weibull 190 0.023 0.023 0.9905 Normal 190 37 37 0.9916 Normal 191 0.23 0.24 0.9964 Normal 191 0.023 0.023 0.9946 Normal 191 40 39 0.9911 Normal 192 0.23 0.23 0.9940 Normal 192 0.024 0.024 0.9926 Weibull 192 41 41 0.9888 Weibull 193 0.06 0.06 0.9896 Normal 193 0.016 0.016 0.9934 Weibull 193 25 25 0.9820 Normal 194 0.06 0.06 0.9913 Normal 194 0.017 0.016 0.9884 Beta 194 23 23 0.9933 Beta 195 0.05 0.05 0.9829 Erlang 195 0.023 0.023 0.9921 Normal 195 36 35 0.9850 Normal 196 0.05 0.05 0.9831 Normal 196 0.023 0.023 0.9936 Beta 196 37 37 0.9815 Beta average = 0.12 0.12 average = 0.023 0.022 average = 34 33 Table 24- T240 RTFO Loss Table 25- T313 BBR Slope Table 26- T313 BBR Stiffness Test T314 DT Stress Test T314DT Strain Test 315 DSR on Original d2s 5% diff R-Squared for Input Analyzer d2s 5% diff R-Squared for Input Analyzer d2s 5% diff R-Squared for Input Analyzer Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit 181 1.5 1.5 0.9596 Weibull 181 0.7 0.7 0.9703 Normal 181 0.17 0.17 0.9947 Weibull 182 1.6 1.6 0.9650 Normal 182 0.7 0.7 0.9827 Gamma 182 0.17 0.17 0.9957 Weibull 183 2.3 2.2 0.9685 Beta 183 1.8 1.8 0.9818 Weibull 183 0.23 0.23 0.9939 Normal 184 2.2 2.1 0.9403 Triangular 184 2.0 1.9 0.9766 Beta 184 0.22 0.22 0.9902 Weibull 185 1.7 1.6 0.9779 Triangular 185 1.0 0.9 0.9689 Triangular 185 0.20 0.19 0.9926 Normal 186 1.8 1.8 0.9697 Normal 186 1.0 1.0 0.9815 Beta 186 0.21 0.21 0.9914 Beta 187 1.7 1.6 0.9495 Beta 187 3.7 3.5 0.9820 Weibull 187 0.21 0.20 0.9949 Beta 188 1.6 1.6 0.9723 Triangular 188 3.5 3.3 0.9906 Triangular 188 0.21 0.20 0.9952 Beta 189 2.5 2.4 0.9778 Triangular 189 1.2 1.1 0.9856 Normal 189 0.26 0.25 0.9957 Normal 190 2.7 2.6 0.9827 Triangular 190 1.3 1.3 0.9773 Normal 190 0.24 0.24 0.9903 Normal 191 1.8 1.8 0.9820 Triangular 191 0.8 0.7 0.9911 Triangular 191 0.52 0.51 0.9909 Normal 192 1.9 1.9 0.9854 Beta 192 0.8 0.8 0.9898 Beta 192 0.50 0.49 0.9928 Normal 193 2.1 2.1 0.9163 Triangular 193 2.9 2.8 0.9875 Normal 193 0.23 0.22 0.9878 Gamma 194 2.2 2.3 0.9194 Beta 194 2.8 2.7 0.9850 Weibull 194 0.22 0.22 0.9834 Erlang 195 1.8 1.8 0.9734 Normal 195 1.1 1.1 0.9842 Erlang 195 0.27 0.27 0.9913 Normal 196 2.0 2.0 0.9737 Normal 196 1.1 1.1 0.9784 Beta 196 0.27 0.27 0.9907 Normal average = 2.0 1.9 average = 1.7 1.6 average = 0.26 0.25 Table 27- T314 DT Stress Table 28- T314 DT Strain Table 29- T315 DSR Original Test 315 DSR on RTFO Test 315 DSR on PAV Test 316 Brookfield Viscosity d2s 5% diff R-Squared for d2s 5% diff R-Squared for Input Analyzer d2s 5% diff R-Squared for Input Analyzer Sample # (2.83xStDev) (By Count) Norm Prob Plot Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit Sample # (2.83xStDev) (By Count) Norm Prob Plot Best Fit 181 0.52 0.51 0.9959 Normal 181 1966 1944 0.9901 Normal 181 0.042 0.040 0.9578 Beta 182 0.49 0.48 0.9935 Normal 182 1855 1886 0.9767 Normal 182 0.042 0.040 0.9563 Beta 183 0.55 0.55 0.9891 Normal 183 830 810 0.9960 Triangular 183 0.080 0.080 0.9867 Normal 184 0.57 0.56 0.9889 Normal 184 887 867 0.9963 Normal 184 0.083 0.080 0.9855 Normal 185 0.64 0.63 0.9914 Normal 185 1489 1468 0.9821 Normal 185 0.047 0.050 0.9634 Lognormal 186 0.62 0.62 0.9815 Normal 186 1375 1372 0.9914 Normal 186 0.043 0.040 0.9596 Erlang 187 0.75 0.73 0.9937 Weibull 187 471 465 0.9958 Normal 187 0.199 0.190 0.9968 Beta 188 0.67 0.65 0.9938 Normal 188 444 434 0.9859 Weibull 188 0.194 0.190 0.9910 Normal 189 0.76 0.76 0.9805 Normal 189 1689 1686 0.9893 Normal 189 0.045 0.040 0.9655 Normal 190 0.72 0.71 0.9909 Normal 190 1706 1703 0.9882 Normal 190 0.044 0.040 0.9710 Normal 191 2.21 2.18 0.9939 Normal 191 1866 1833 0.9969 Normal 191 0.033 0.030 0.9623 Erlang 192 2.07 2.05 0.9872 Gamma 192 1866 1834 0.9943 Normal 192 0.036 0.035 0.9633 Gamma 193 0.68 0.68 0.9890 Normal 193 1029 1010 0.9952 Normal 193 0.057 0.060 0.9781 Beta 194 0.69 0.69 0.9804 Gamma 194 1016 1005 0.9951 Normal 194 0.056 0.058 0.9810 Gamma 195 0.50 0.49 0.9863 Gamma 195 1222 1212 0.9918 Normal 195 0.087 0.085 0.9954 Weibull 196 0.55 0.54 0.9860 Gamma 196 1200 1191 0.9930 Normal 196 0.086 0.083 0.9953 Weibull average = 0.81 0.80 average = 1307 1295 average = 0.073 0.071 D Table 30- T315 DSR RTFO Table 31- T315 DSR PAV Table 32- T316 Rotational Viscosity

Next: Appendix E: Graph and Analysis Results for AASHTO T308 »
Precision Estimates for AASHTO Test Method T308 and the Test Methods for Performance-Graded Asphalt Binder in AASHTO Specification M320 Get This Book
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 Precision Estimates for AASHTO Test Method T308 and the Test Methods for Performance-Graded Asphalt Binder in AASHTO Specification M320
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TRB’s National Cooperative Highway Research Program (NCHRP) Web Document 71: Precision Estimates for AASHTO Test Method T308 and the Test Methods for Performance-Graded Asphalt Binder in AASHTO Specification M320 includes the results of Phase 3 of NCHRP 9-26, in which data from the AMRL Proficiency Sample Program (PSP) are used to create or update precision estimates for a variety of test methods. These include those methods specified in AASHTO Standard Specification M320, “Performance-Graded Asphalt Binder,” and AASHTO Standard Test Method T308, “Determining the Asphalt Binder Content of Hot-Mix Asphalt (HMA) by the Ignition Method.” The report from Phase 1 of Project 9-26, which was published as NCHRP Web Document 54, includes precision estimates of selected volumetric properties of HMA using non-absorptive aggregates. The report from Phase 2, which was published as NCHRP Web Document 66, discusses the results of an investigation into the cause of variations in HMA bulk specific gravity test results using non-absorptive aggregates.

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