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www.ccrl.us CEMENT AND CONCRETE REFERENCE LABORATORY PROFICIENCY SAMPLE PROGRAM Final Report Portland Cement Proficiency Samples Number 205 and Number 206 August 2017

CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

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Page 1: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

www.ccrl.us

CEMENT AND CONCRETE REFERENCE LABORATORY

PROFICIENCY SAMPLE PROGRAM

Final Report

Portland Cement Proficiency Samples

Number 205 and Number 206

August 2017

Page 2: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

www.ccrl.us

4441 Buckeystown Pike, Suite C ˜ Frederick, Maryland 21704

phone: 240-436-4800 ˜ fax: 610-834-7066 ˜ email: [email protected]

Sponsored by Committees C-1 and C-9 of ASTM International

August 31, 2017 TO: Participants in the CCRL Portland Cement Proficiency Sample Program SUBJECT: Final Report on Portland Cement Proficiency Samples No. 205 and No. 206 Following is the final report for the current pair of CCRL Portland Cement Proficiency Samples which were distributed in June 2017. Portland Cement Samples No. 205 was an ASTM C150 meeting the specifications of Type I. Portland Cement No. 206 was an ASTM C150 meeting the specifications of Type I and Type II, and contained an inorganic processing addition. This report consists of a statistical Summary of Results, a set of general Scatter Diagrams, and associated detailed information. The Table of Results with individualized information for participating laboratories can be downloaded at our website located at: http://www.ccrl.us/. Additional information is provided in the following pages. The CCRL Proficiency Sample Programs are intended for internal use by the laboratory as a tool to identify potential problems in laboratory procedures or test equipment and to initiate remedial actions. These programs are designed to complement the CCRL Laboratory Inspection Program as part of a total quality system. Care should be taken when using this program for any other purpose. Additional samples of these two cements and other CCRL samples are available for purchase. These samples may be useful for equipment verification, technician training, and research. Contact CCRL for availability and price. It is presently anticipated that the next Portland Cement Proficiency Samples will be distributed in January 2018. Sincerely, Robin K. Haupt Supervisor, Proficiency Sample Programs Cement and Concrete Reference Laboratory

Page 3: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

Explanation of Final Report - page 1 of 2

TO: Participants in the CCRL Portland Cement Proficiency Sample Program FROM: Robin K. Haupt, Supervisor PSP SUBJECT: Explanation of Final Report on Results of Tests for Portland Cement Proficiency

Samples No. 205 and No. 206 This letter, and the material included with it, constitutes the final report, and summary of results for the current pair of Portland Cement Proficiency Samples, which were distributed in June 2017. This material includes a Table of Results for individual laboratory data, a statistical Summary of Results, and a set of general Scatter Diagrams. Your unique laboratory number is displayed at the top of the individual Table of Results. An explanation of the program is contained in the paper: "Statistical Evaluation of Interlaboratory Cement Tests" by J. R. Crandall and R. L. Blaine , and "Statistical Aspects of the Cement Testing Program" by W.J. Youden , which can be found in Volume 59, Proceedings of the 62nd Annual Meeting of the Society, June 25, 1959, American Society for Testing and Materials. Each laboratory receives an individualized Table of Results. The Table of Results shows the, test title, and the reporting unit in the first two columns. After that it lists in order, the laboratory's results for the odd and even numbered samples, overall averages for the odd and even numbered samples, and the laboratory's ratings for the odd and even samples. Laboratory ratings, shown in the Table of Results for the individual laboratory, were determined in the manner described by Crandall and Blaine using a rating scale of 1 to 5 instead of 0 to 4. The ratings have no valid standing beyond showing the difference between the individual laboratory result and the average for a particular test. The following table details the relationship between the ratings and the averages. Ratings Range (Number of Number (Per 100) Standard Deviations) of Laboratories achieving the rating 1 5 Less than 1 69

4 1 to 1.5 18

3 1.5 to 2 9

2 2 to 2.5 3

1 Greater than 2.5 1 The sign of the rating merely shows whether the result reported was greater or less than the average obtained. Participants subscribing to the primary chemical analysis portion of this report should note that the statistics were calculated using data obtained by wet methods, and rapid methods of chemical analysis. Participants in the secondary chemical analysis should note that laboratory ratings are assigned using primary chemical statistics. Please note that individual laboratory ratings were not given for the flow of air content mortar (test no. 190) and compressive strength mortar (test no. 230). Air content flows in the range of 87.5 ± 7.5 are satisfactory; labs with flow values outside this range will be flagged as a “Labs Eliminated” or “Labs Off Diagram” on the scatter diagram. Averages, standard deviations, and a scatter diagram are provided for your information. This information may be a helpful indicator of a problem with flow table apparatus or mortar mixing

1Youden, W.J., “Statistical Aspects of the Cement Testing Program”,Volume 59, Proceedings of the 62nd Annual Meeting of the Society, June 25, 1959, American Society for Testing and Materials.

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Page 4: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

Explanation of Final Report - page 2 of 2

procedures. Flow values of 151 were assigned to laboratories reporting a mortar flow off the flow table top. In cases where some laboratories' results are eliminated, averages, standard deviations, coefficients of variation, and the ratings of the other laboratories' results, are recalculated using the data remaining after the elimination. Since the laboratory ratings given are the results from this one series of tests, you need not attach too much significance to a single low rating, or pair of ratings, from this one series. A continuing tendency to get low ratings on several pairs of samples should lead a laboratory to consider the types of error, systematic and random, contribute to ratings that are low. Systematic error, which is indicated by low ratings with the same signs on each pair of samples, means a consistent error is occurring in equipment and/or test procedures. One indication of random error is low ratings on both samples with different signs. Since systematic error occurs with more regularity, its cause is generally easier to find than the cause of random error. Summary of Results Usually, averages, standard deviations, and coefficients of variation are given with all results reported, and then with one or more outlying results omitted. Sometimes, two or more recalculations with laboratories omitted, have been done for the same test. In these cases, all of the laboratories omitted in previous recalculations are also omitted in subsequent ones. Results omitted are values that are more than three standard deviations from the mean of one or both samples. Often, elimination of these outlying results has little effect on the average, but may have a more pronounced effect on the standard deviation and coefficient of variation. Scatter Diagrams General scatter diagrams are supplied with this report. Crandall and Blaine describe the manner of preparing scatter diagrams, and their interpretation, in the paper published in the 1959 ASTM Proceedings. Each laboratory will receive a complete set of diagrams according to their subscription to the given program. Using the results received from each laboratory, a scatter diagram is generated for each test method by plotting the value for the odd numbered samples on the X, or horizontal axis, against the value for the even numbered samples on the Y, or vertical axis. To find your point, just plot as you would when plotting any scatter diagram. Vertical and horizontal dashed lines, which divide the diagrams into four sections or quadrants, place the average values for the odd and even numbered samples, respectively. The first line of print under the diagram includes the test number, as given on the data sheet, the test title, and the number of data points on the diagrams. The number of plotted points may not agree with the total number of data pairs included in the analysis because a few points may be off the diagram, and some points may represent several data pairs, which are identical. Laboratories whose points are off the diagram will have a rating of ±1 for that particular test. As described in Crandall and Blaine, a tight circular pattern of points around the intersection of the median lines is the ideal situation. Stretching out of the pattern into the first (upper right) and third (lower left) quadrants, suggests some kind of bias, or tendency for laboratories to get high or low results on both samples. Examination of the scatter diagrams indicates strong evidence of bias on many tests.

Page 5: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 1 of 4

Silicon Dioxide (percent)

220 20.90 0.36 1.71 19.64 0.27 1.37

*215 20.91 0.26 1.26 19.64 0.21 1.08

* Labs Eliminated - 15, 24, 50, 206, 1644 Aluminum Oxide (percent)

219 4.32 0.11 2.6 5.16 0.11 2.2

*215 4.32 0.10 2.4 5.16 0.10 1.9

* Labs Eliminated - 8, 15, 42, 698 Ferric Oxide (percent)

218 3.01 0.06 1.9 3.37 0.06 1.9

*209 3.00 0.04 1.4 3.37 0.04 1.3

* Labs Eliminated - 15, 206, 883, 2463, 3059, 3368, 4099, 4137, 4251 Calcium Oxide (percent)

220 64.44 0.55 0.86 61.94 0.61 0.98

*214 64.44 0.42 0.66 61.90 0.39 0.64

* Labs Eliminated - 8, 15, 42, 47, 2437, 4099 Magnesium Oxide (percent)

220 1.50 0.07 4.4 3.84 0.14 3.5

*213 1.50 0.05 3.3 3.84 0.10 2.7

* Labs Eliminated - 14, 125, 206, 493, 779, 4080, 4099

Sulfur Trioxide (percent)

219 2.97 0.07 2.5 3.46 0.09 2.6

*212 2.97 0.06 2.1 3.47 0.08 2.2

* Labs Eliminated - 15, 35, 203, 2116, 2360, 2934, 3279

Loss on Ignition (percent)

221 1.52 0.17 10.9 1.57 0.15 9.8

*208 1.51 0.08 5.3 1.55 0.10 6.5

* Labs Eliminated - 8, 34, 35, 42, 56, 95, 134, 457, 881, 2683, 3368, 4099, 4155

Page 6: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 2 of 4

Sodium Oxide (percent)

209 0.175 0.078 44 0.149 0.043 29

*194 0.169 0.024 14 0.148 0.027 18

* Labs Eliminated - 14, 35, 41, 99, 134, 137, 407, 494, 1942, 2360, 2465, 2490, 3607, 4099, 4251

Potassium Oxide (percent)

213 0.543 0.022 4.0 0.649 0.045 6.9

*203 0.545 0.013 2.5 0.653 0.016 2.5

* Labs Eliminated - 36, 50, 407, 1435, 2463, 2466, 4099, 4131, 4138, 4251

Strontium Oxide (percent)

108 0.171 0.030 17.7 0.087 0.022 25.5

*96 0.171 0.005 3.1 0.087 0.003 3.7

* Labs Eliminated - 15, 84, 101, 116, 206, 219, 491, 493, 494, 1916, 2463, 4137

Titanium Dioxide (percent)

175 0.24 0.014 5.9 0.29 0.054 18.6

*166 0.24 0.007 3.0 0.28 0.008 2.8

* Labs Eliminated - 246, 407, 493, 698, 2412, 2490, 2491, 4099, 4137

Phosphorus Pentoxide (percent)

174 0.073 0.022 30.4 0.046 0.019 42.4

*154 0.071 0.004 5.4 0.044 0.005 10.2

* Labs Eliminated - 8, 41, 48, 60, 78, 90, 206, 219, 247, 407, 494, 1079, 2463, 2466, 2491, 3059, 3255, 3279, 4099, 4131

Zinc Oxide (percent)

108 0.010 0.005 49.1 0.020 0.005 25.4

*101 0.010 0.002 16.2 0.020 0.002 7.9

* Labs Eliminated - 19, 78, 101, 491, 493, 684, 2463 Manganic Oxide (percent)

148 0.120 0.020 16.3 0.030 0.012 40.5

*137 0.121 0.005 4.1 0.029 0.003 12.0

* Labs Eliminated - 41, 84, 94, 181, 203, 284, 493, 2466, 2484, 3297, 4099

Page 7: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 3 of 4

Chloride (percent)

133 0.009 0.007 78 0.015 0.007 50

*128 0.008 0.004 47 0.014 0.006 40

* Labs Eliminated - 219, 667, 692, 886, 2360 Insoluble Residue (percent)

205 0.39 0.28 71 0.27 0.35 133

*192 0.34 0.08 24 0.22 0.09 40

* Labs Eliminated - 4, 34, 47, 146, 222, 246, 2465, 2466, 3249, 3368, 3413, 4155, 4251 Free Lime (percent)

165 0.76 0.18 24 0.98 0.23 23

*161 0.74 0.15 20 0.97 0.23 23

* Labs Eliminated - 124, 132, 457, 493 Chromium Oxide (percent)

101 0.017 0.046 274 0.012 0.006 52

*93 0.011 0.003 30 0.011 0.003 26

* Labs Eliminated - 78, 116, 415, 493, 883, 3368, 3752, 4099 Tricalcium Silicate (percent)

187 60.6 3.4 5.7 53.7 3.7 6.8

*179 60.4 2.4 3.9 53.5 2.2 4.1

* Labs Eliminated - 8, 15, 42, 50, 206, 247, 284, 2352 Dicalcium Silicate (percent)

186 13.8 3.2 22.9 15.9 2.7 17.0

*175 13.9 2.2 15.5 15.9 1.9 11.8

* Labs Eliminated - 15, 24, 42, 50, 134, 206, 247, 284, 698, 1644, 2352 Tricalcium Aluminate (percent)

187 6.2 0.60 9.6 8.0 0.38 4.8

*180 6.2 0.26 4.1 8.0 0.25 3.1

* Labs Eliminated - 8, 42, 94, 698, 3238, 3607, 4251

Page 8: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 4 of 4

Tetracalcium Aluminoferrite (percent)

186 9.0 0.20 2.2 10.3 0.46 4.4

*176 9.0 0.14 1.6 10.3 0.15 1.4

* Labs Eliminated - 15, 139, 206, 883, 975, 3238, 3368, 3707, 4137, 4251

Page 9: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

18.8

19

19.2

19.4

19.6

19.8

20

20.2

20.4

20.1 20.3 20.5 20.7 20.9 21.1 21.3 21.5 21.7

Sam

ple

No

. 206

Sili

con

Dio

xid

e (p

erce

nt)

Sample No. 205Silicon Dioxide (percent)

CCRL Proficiency Sample ProgramSilicon Dioxide

PORTLAND CEMENT Samples No. 205 and No. 206

18.80

19.00

19.20

19.40

19.60

19.80

20.00

20.20

20.40

20.10 20.30 20.50 20.70 20.90 21.10 21.30 21.50 21.70

Test No. 10 Silicon Dioxide 212 Points

Sample No. 205 Ave 20.91 S.D. 0.26 C.V. 1.26Sample No. 206 Ave 19.64 S.D. 0.21 C.V. 1.08

Labs Eliminated: 15, 24, 50, 206, 1644

Labs off Diagram: 284, 7, 4099

Page 10: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

4.8

4.9

5

5.1

5.2

5.3

5.4

4 4.1 4.2 4.3 4.4 4.5 4.6

Sam

ple

No

. 206

Alu

min

um

Oxi

de

(per

cen

t)

Sample No. 205Aluminum Oxide (percent)

CCRL Proficiency Sample ProgramAluminum Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

4.80

4.90

5.00

5.10

5.20

5.30

5.40

4.00 4.10 4.20 4.30 4.40 4.50 4.60

Test No. 21 Aluminum Oxide 214 Points

Sample No. 205 Ave 4.32 S.D. 0.10 C.V. 2.4Sample No. 206 Ave 5.16 S.D. 0.10 C.V. 1.9

Labs Eliminated: 8, 15, 42, 698

Labs off Diagram: 206

Page 11: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

3.2

3.25

3.3

3.35

3.4

3.45

3.5

3.55

2.8 2.85 2.9 2.95 3 3.05 3.1 3.15

Sam

ple

No

. 206

Fer

ric

Oxi

de

(per

cen

t)

Sample No. 205Ferric Oxide (percent)

CCRL Proficiency Sample ProgramFerric Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

3.20

3.25

3.30

3.35

3.40

3.45

3.50

3.55

2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15

Test No. 30 Ferric Oxide 209 Points

Sample No. 205 Ave 3.00 S.D. 0.04 C.V. 1.4Sample No. 206 Ave 3.37 S.D. 0.04 C.V. 1.3

Labs Eliminated: 15, 206, 883, 2463, 3059, 3368, 4099, 4137, 4251

Page 12: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

60.5

61

61.5

62

62.5

63

63 63.5 64 64.5 65 65.5

Sam

ple

No

. 206

Cal

ciu

m O

xid

e (p

erce

nt)

Sample No. 205Calcium Oxide (percent)

CCRL Proficiency Sample ProgramCalcium Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

60.50

61.00

61.50

62.00

62.50

63.00

63.00 63.50 64.00 64.50 65.00 65.50

Test No. 40 Calcium Oxide 214 Points

Sample No. 205 Ave 64.44 S.D. 0.42 C.V. 0.66Sample No. 206 Ave 61.90 S.D. 0.39 C.V. 0.64

Labs Eliminated: 8, 15, 42, 47, 2437, 4099

Page 13: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

3.5

3.55

3.6

3.65

3.7

3.75

3.8

3.85

3.9

3.95

4

4.05

4.1

4.15

4.2

1.1 1.15 1.2 1.25 1.3 1.35 1.4 1.45 1.5 1.55 1.6 1.65 1.7 1.75 1.8

Sam

ple

No

. 206

Mag

nes

ium

Oxi

de

(per

cen

t)

Sample No. 205Magnesium Oxide (percent)

CCRL Proficiency Sample ProgramMagnesium Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

3.50

3.55

3.60

3.65

3.70

3.75

3.80

3.85

3.90

3.95

4.00

4.05

4.10

4.15

4.20

1.10 1.15 1.20 1.25 1.30 1.35 1.40 1.45 1.50 1.55 1.60 1.65 1.70 1.75 1.80

Test No. 50 Magnesium Oxide 213 Points

Sample No. 205 Ave 1.50 S.D. 0.05 C.V. 3.3Sample No. 206 Ave 3.84 S.D. 0.10 C.V. 2.7

Labs Eliminated: 14, 125, 206, 493, 779, 4080, 4099

Page 14: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

3.2

3.25

3.3

3.35

3.4

3.45

3.5

3.55

3.6

3.65

3.7

2.7 2.75 2.8 2.85 2.9 2.95 3 3.05 3.1 3.15 3.2

Sam

ple

No

. 206

Su

lfu

r T

rio

xid

e (p

erce

nt)

Sample No. 205Sulfur Trioxide (percent)

CCRL Proficiency Sample ProgramSulfur Trioxide

PORTLAND CEMENT Samples No. 205 and No. 206

3.20

3.25

3.30

3.35

3.40

3.45

3.50

3.55

3.60

3.65

3.70

2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20

Test No. 60 Sulfur Trioxide 212 Points

Sample No. 205 Ave 2.97 S.D. 0.06 C.V. 2.1Sample No. 206 Ave 3.47 S.D. 0.08 C.V. 2.2

Labs Eliminated: 15, 35, 203, 2116, 2360, 2934, 3279

Page 15: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.2 1.3 1.4 1.5 1.6 1.7 1.8

Sam

ple

No

. 206

Lo

ss o

n I

gn

itio

n (

per

cen

t)

Sample No. 205Loss on Ignition (percent)

CCRL Proficiency Sample ProgramLoss on Ignition

PORTLAND CEMENT Samples No. 205 and No. 206

1.20

1.30

1.40

1.50

1.60

1.70

1.80

1.20 1.30 1.40 1.50 1.60 1.70 1.80

Test No. 70 Loss on Ignition 207 Points

Sample No. 205 Ave 1.51 S.D. 0.08 C.V. 5.3Sample No. 206 Ave 1.55 S.D. 0.10 C.V. 6.5

Labs Eliminated: 8, 34, 35, 42, 56, 95, 134, 457, 881, 2683, 3368, 4099, 4155

Labs off Diagram: 125

Page 16: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.06

0.08

0.1

0.12

0.14

0.16

0.18

0.2

0.22

0.08 0.1 0.12 0.14 0.16 0.18 0.2 0.22 0.24

Sam

ple

No

. 206

So

diu

m O

xid

e (p

erce

nt)

Sample No. 205Sodium Oxide (percent)

CCRL Proficiency Sample ProgramSodium Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.200

0.220

0.080 0.100 0.120 0.140 0.160 0.180 0.200 0.220 0.240

Test No. 90 Sodium Oxide 194 Points

Sample No. 205 Ave 0.169 S.D. 0.024 C.V. 14Sample No. 206 Ave 0.148 S.D. 0.027 C.V. 18

Labs Eliminated: 14, 35, 41, 99, 134, 137, 407, 494, 1942, 2360, 2465, 2490, 3607, 4099, 4251

Page 17: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.6

0.62

0.64

0.66

0.68

0.7

0.48 0.5 0.52 0.54 0.56 0.58

Sam

ple

No

. 206

Po

tass

ium

Oxi

de

(per

cen

t)

Sample No. 205Potassium Oxide (percent)

CCRL Proficiency Sample ProgramPotassium Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.600

0.620

0.640

0.660

0.680

0.700

0.480 0.500 0.520 0.540 0.560 0.580

Test No. 100 Potassium Oxide 203 Points

Sample No. 205 Ave 0.545 S.D. 0.013 C.V. 2.5Sample No. 206 Ave 0.653 S.D. 0.016 C.V. 2.5

Labs Eliminated: 36, 50, 407, 1435, 2463, 2466, 4099, 4131, 4138, 4251

Page 18: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.07

0.075

0.08

0.085

0.09

0.095

0.1

0.105

0.15 0.155 0.16 0.165 0.17 0.175 0.18 0.185

Sam

ple

No

. 206

Str

on

tiu

m O

xid

e (p

erce

nt)

Sample No. 205Strontium Oxide (percent)

CCRL Proficiency Sample ProgramStrontium Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.070

0.075

0.080

0.085

0.090

0.095

0.100

0.105

0.150 0.155 0.160 0.165 0.170 0.175 0.180 0.185

Test No. 92 Strontium Oxide 96 Points

Sample No. 205 Ave 0.171 S.D. 0.005 C.V. 3.1Sample No. 206 Ave 0.087 S.D. 0.003 C.V. 3.7

Labs Eliminated: 15, 84, 101, 116, 206, 219, 491, 493, 494, 1916, 2463, 4137

Page 19: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.26

0.27

0.28

0.29

0.3

0.31

0.21 0.22 0.23 0.24 0.25 0.26

Sam

ple

No

. 206

Tit

aniu

m D

ioxi

de

(per

cen

t)

Sample No. 205Titanium Dioxide (percent)

CCRL Proficiency Sample ProgramTitanium Dioxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.26

0.27

0.28

0.29

0.30

0.31

0.21 0.22 0.23 0.24 0.25 0.26

Test No. 103 Titanium Dioxide 166 Points

Sample No. 205 Ave 0.24 S.D. 0.007 C.V. 3.0Sample No. 206 Ave 0.28 S.D. 0.008 C.V. 2.8

Labs Eliminated: 246, 407, 493, 698, 2412, 2490, 2491, 4099, 4137

Page 20: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.03

0.035

0.04

0.045

0.05

0.055

0.06

0.055 0.06 0.065 0.07 0.075 0.08 0.085

Sam

ple

No

. 206

Ph

osp

ho

rus

Pen

toxi

de

(per

cen

t)

Sample No. 205Phosphorus Pentoxide (percent)

CCRL Proficiency Sample ProgramPhosphorus Pentoxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.030

0.035

0.040

0.045

0.050

0.055

0.060

0.055 0.060 0.065 0.070 0.075 0.080 0.085

Test No. 102 Phosphorus Pentoxide 153 Points

Sample No. 205 Ave 0.071 S.D. 0.004 C.V. 5.4Sample No. 206 Ave 0.044 S.D. 0.005 C.V. 10.2

Labs Eliminated: 8, 41, 48, 60, 78, 90, 206, 219, 247, 407, 494, 1079, 2463, 2466, 2491, 3059, 3255, 3279, 4099, 4131

Labs off Diagram: 134

Page 21: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.015

0.016

0.017

0.018

0.019

0.02

0.021

0.022

0.023

0.024

0.025

0.004 0.005 0.006 0.007 0.008 0.009 0.01 0.011 0.012 0.013 0.014

Sam

ple

No

. 206

Zin

c O

xid

e (p

erce

nt)

Sample No. 205Zinc Oxide (percent)

CCRL Proficiency Sample ProgramZinc Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.015

0.016

0.017

0.018

0.019

0.020

0.021

0.022

0.023

0.024

0.025

0.004 0.005 0.006 0.007 0.008 0.009 0.010 0.011 0.012 0.013 0.014

Test No. 99 Zinc Oxide 98 Points

Sample No. 205 Ave 0.010 S.D. 0.002 C.V. 16.2Sample No. 206 Ave 0.020 S.D. 0.002 C.V. 7.9

Labs Eliminated: 19, 78, 101, 491, 493, 684, 2463

Labs off Diagram: 440, 768, 4099

Page 22: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.01

0.015

0.02

0.025

0.03

0.035

0.04

0.105 0.11 0.115 0.12 0.125 0.13 0.135

Sam

ple

No

. 206

Man

gan

ic O

xid

e (p

erce

nt)

Sample No. 205Manganic Oxide (percent)

CCRL Proficiency Sample ProgramManganic Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.010

0.015

0.020

0.025

0.030

0.035

0.040

0.105 0.110 0.115 0.120 0.125 0.130 0.135

Test No. 101 Manganic Oxide 136 Points

Sample No. 205 Ave 0.121 S.D. 0.005 C.V. 4.1Sample No. 206 Ave 0.029 S.D. 0.003 C.V. 12.0

Labs Eliminated: 41, 84, 94, 181, 203, 284, 493, 2466, 2484, 3297, 4099

Labs off Diagram: 4138

Page 23: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

-0.005

0

0.005

0.01

0.015

0.02

0.025

0.03

-0.01 -0.005 0 0.005 0.01 0.015 0.02 0.025

Sam

ple

No

. 206

Ch

lori

de

(per

cen

t)

Sample No. 205Chloride (percent)

CCRL Proficiency Sample ProgramChloride

PORTLAND CEMENT Samples No. 205 and No. 206

-0.005

0.000

0.005

0.010

0.015

0.020

0.025

0.030

-0.010 -0.005 0.000 0.005 0.010 0.015 0.020 0.025

Test No. 104 Chloride 128 Points

Sample No. 205 Ave 0.008 S.D. 0.004 C.V. 47Sample No. 206 Ave 0.014 S.D. 0.006 C.V. 40

Labs Eliminated: 219, 667, 692, 886, 2360

Page 24: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

-0.05

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

0.45

0.5

0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6

Sam

ple

No

. 206

Inso

lub

le R

esid

ue

(per

cen

t)

Sample No. 205Insoluble Residue (percent)

CCRL Proficiency Sample ProgramInsoluble Residue

PORTLAND CEMENT Samples No. 205 and No. 206

-0.05

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60

Test No. 80 Insoluble Residue 192 Points

Sample No. 205 Ave 0.34 S.D. 0.08 C.V. 24Sample No. 206 Ave 0.22 S.D. 0.09 C.V. 40

Labs Eliminated: 4, 34, 47, 146, 222, 246, 2465, 2466, 3249, 3368, 3413, 4155, 4251

Page 25: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0.4

0.6

0.8

1

1.2

1.4

0.2 0.4 0.6 0.8 1 1.2

Sam

ple

No

. 206

Fre

e L

ime

(per

cen

t)

Sample No. 205Free Lime (percent)

CCRL Proficiency Sample ProgramFree Lime

PORTLAND CEMENT Samples No. 205 and No. 206

0.40

0.60

0.80

1.00

1.20

1.40

0.20 0.40 0.60 0.80 1.00 1.20

Test No. 41 Free Lime 161 Points

Sample No. 205 Ave 0.74 S.D. 0.15 C.V. 20Sample No. 206 Ave 0.97 S.D. 0.23 C.V. 23

Labs Eliminated: 124, 132, 457, 493

Page 26: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

0

0.005

0.01

0.015

0.02

0 0.005 0.01 0.015 0.02

Sam

ple

No

. 206

Ch

rom

ium

Oxi

de

(per

cen

t)

Sample No. 205Chromium Oxide (percent)

CCRL Proficiency Sample ProgramChromium Oxide

PORTLAND CEMENT Samples No. 205 and No. 206

0.000

0.005

0.010

0.015

0.020

0.000 0.005 0.010 0.015 0.020

Test No. 105 Chromium Oxide 93 Points

Sample No. 205 Ave 0.011 S.D. 0.003 C.V. 30Sample No. 206 Ave 0.011 S.D. 0.003 C.V. 26

Labs Eliminated: 78, 116, 415, 493, 883, 3368, 3752, 4099

Page 27: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

53 54 55 56 57 58 59 60 61 62 63 64 65 66 67

Sam

ple

No

. 206

Tri

calc

ium

Sili

cate

(p

erce

nt)

Sample No. 205Tricalcium Silicate (percent)

CCRL Proficiency Sample ProgramTricalcium Silicate

PORTLAND CEMENT Samples No. 205 and No. 206

46.0

47.0

48.0

49.0

50.0

51.0

52.0

53.0

54.0

55.0

56.0

57.0

58.0

59.0

60.0

53.0 54.0 55.0 56.0 57.0 58.0 59.0 60.0 61.0 62.0 63.0 64.0 65.0 66.0 67.0

Test No. 106 Tricalcium Silicate 179 Points

Sample No. 205 Ave 60.4 S.D. 2.4 C.V. 3.9Sample No. 206 Ave 53.5 S.D. 2.2 C.V. 4.1

Labs Eliminated: 8, 15, 42, 50, 206, 247, 284, 2352

Page 28: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

9

10

11

12

13

14

15

16

17

18

19

20

21

22

7 8 9 10 11 12 13 14 15 16 17 18 19 20

Sam

ple

No

. 206

Dic

alci

um

Sili

cate

(p

erce

nt)

Sample No. 205Dicalcium Silicate (percent)

CCRL Proficiency Sample ProgramDicalcium Silicate

PORTLAND CEMENT Samples No. 205 and No. 206

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

19.0

20.0

21.0

22.0

7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0

Test No. 107 Dicalcium Silicate 175 Points

Sample No. 205 Ave 13.9 S.D. 2.2 C.V. 15.5Sample No. 206 Ave 15.9 S.D. 1.9 C.V. 11.8

Labs Eliminated: 15, 24, 42, 50, 134, 206, 247, 284, 698, 1644, 2352

Page 29: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

7

7.2

7.4

7.6

7.8

8

8.2

8.4

8.6

5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7

Sam

ple

No

. 206

Tri

calc

ium

Alu

min

ate

(per

cen

t)

Sample No. 205Tricalcium Aluminate (percent)

CCRL Proficiency Sample ProgramTricalcium Aluminate

PORTLAND CEMENT Samples No. 205 and No. 206

7.0

7.2

7.4

7.6

7.8

8.0

8.2

8.4

8.6

5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0

Test No. 108 Tricalcium Aluminate 179 Points

Sample No. 205 Ave 6.2 S.D. 0.26 C.V. 4.1Sample No. 206 Ave 8.0 S.D. 0.25 C.V. 3.1

Labs Eliminated: 8, 42, 94, 698, 3238, 3607, 4251

Labs off Diagram: 66

Page 30: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

9.8

10

10.2

10.4

10.6

10.8

8.4 8.6 8.8 9 9.2 9.4

Sam

ple

No

. 206

Tet

raca

lciu

m A

lum

ino

ferr

ite

(per

cen

t)

Sample No. 205Tetracalcium Aluminoferrite (percent)

CCRL Proficiency Sample ProgramTetracalcium Aluminoferrite

PORTLAND CEMENT Samples No. 205 and No. 206

9.8

10.0

10.2

10.4

10.6

10.8

8.4 8.6 8.8 9.0 9.2 9.4

Test No. 109 Tetracalcium Aluminoferrite 173 Points

Sample No. 205 Ave 9.0 S.D. 0.14 C.V. 1.6Sample No. 206 Ave 10.3 S.D. 0.15 C.V. 1.4

Labs Eliminated: 15, 139, 206, 883, 975, 3238, 3368, 3707, 4137, 4251

Labs off Diagram: 8, 42, 1054

Page 31: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 1 of 3

Normal Consistency - % Water (percent)

240 25.9 1.88 7.30 25.6 1.85 7.20

*234 26.0 0.47 1.80 25.7 0.39 1.50

* Labs Eliminated - 1, 35, 690, 4051, 4080, 4097 Vicat Time of Set - Initial (minutes)

236 137 14 10 146 21 14

*229 137 11 8 145 17 12

* Labs Eliminated - 69, 90, 116, 243, 457, 840, 4137 Vicat Time of Set - Final (minutes)

227 235 29 13 251 33 13

*224 235 25 11 250 28 11

* Labs Eliminated - 34, 69, 457 Gillmore Time of Set - Initial (minutes)

137 170 20 12 181 26 14

*135 169 19 11 180 25 14

* Labs Eliminated - 176, 840 Gillmore Time of Set - Final (minutes)

138 264 35 13 282 36 13

*136 262 31 12 281 34 12

* Labs Eliminated - 41, 1054

False Set - Paste Method (percent)

187 81 9.6 11.9 76 10.9 14.3

*184 82 8.7 10.6 76 10.5 13.7

* Labs Eliminated - 103, 176, 493

Autoclave Expansion (percent)

225 -0.03 0.046 -121 0.07 0.067 92

*211 -0.03 0.026 71 0.07 0.034 46

* Labs Eliminated - 15, 25, 78, 84, 103, 143, 156, 203, 205, 221, 491, 684, 1773, 3413

Page 32: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 2 of 3

Air Content % (percent)

226 9.1 1.2 13 9.3 1.2 13

*224 9.2 1.1 12 9.3 1.1 12

* Labs Eliminated - 52, 1644

Air Content - % Water (percent)

219 67.9 8.6 12.7 67.5 8.6 12.7

*212 69.0 2.3 3.3 68.6 2.4 3.5

* Labs Eliminated - 35, 146, 159, 309, 407, 1644, 4131

Air Content - Flow (percent)

220 87 3.3 3.7 88 3.6 4.1

No Labs Eliminated for This Test

Compressive Strength - 3 day (psi)

244 3987 336 8.4 3773 326 8.6

*237 4017 271 6.8 3798 254 6.7

* Labs Eliminated - 30, 35, 48, 51, 103, 205, 640

Compressive Strength - 7 day (psi)

244 4885 338 6.9 4844 333 6.9

*240 4903 309 6.3 4860 300 6.2

* Labs Eliminated - 30, 103, 640, 1222 Compressive Strength - 28 day (psi)

235 6300 504 8.0 6108 448 7.3

*231 6327 429 6.8 6130 408 6.7

* Labs Eliminated - 3, 30, 203, 1222 Compressive Strengh - Flow (percent)

221 116 12 10.5 114 12 10.5

*217 116 10 8.8 114 10 8.5

* Labs Eliminated - 46, 94, 407, 2490

Page 33: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 3 of 3

Fineness - Air Permeability (m²/kg)

237 381 16 4.3 395 15 3.8

*229 381 10 2.6 396 11 2.7

* Labs Eliminated - 3, 51, 222, 415, 474, 3245, 3658, 4051 Fineness - 45µm Sieve (percent)

222 96.79 0.67 0.69 96.79 0.70 0.72

*215 96.83 0.52 0.53 96.86 0.53 0.55

* Labs Eliminated - 35, 64, 116, 148, 474, 2481, 3245 C1038 Mortar Bar Expansion (percent)

158 0.008 0.027 334 0.004 0.020 505

*150 0.005 0.003 67 0.006 0.003 60

* Labs Eliminated - 99, 125, 203, 205, 221, 491, 497, 4051

Page 34: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

24

24.5

25

25.5

26

26.5

27

24.5 25 25.5 26 26.5 27 27.5

Sam

ple

No

. 206

No

rmal

Co

nsi

sten

cy -

% W

ater

(p

erce

nt)

Sample No. 205Normal Consistency - % Water (percent)

CCRL Proficiency Sample ProgramNormal Consistency - % Water

PORTLAND CEMENT Samples No. 205 and No. 206

24.0

24.5

25.0

25.5

26.0

26.5

27.0

24.5 25.0 25.5 26.0 26.5 27.0 27.5

Test No. 110 Normal Consistency - % Water 234 Points

Sample No. 205 Ave 26.0 S.D. 0.47 C.V. 1.80Sample No. 206 Ave 25.7 S.D. 0.39 C.V. 1.50

Labs Eliminated: 1, 35, 690, 4051, 4080, 4097

Page 35: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

90

100

110

120

130

140

150

160

170

180

190

200

80 90 100 110 120 130 140 150 160 170 180 190

Sam

ple

No

. 206

Vic

at T

ime

of

Set

-In

itia

l (m

inu

tes)

Sample No. 205Vicat Time of Set - Initial (minutes)

CCRL Proficiency Sample ProgramVicat Time of Set - Initial

PORTLAND CEMENT Samples No. 205 and No. 206

90

100

110

120

130

140

150

160

170

180

190

200

80 90 100 110 120 130 140 150 160 170 180 190

Test No. 120 Vicat Time of Set - Initial 228 Points

Sample No. 205 Ave 137 S.D. 11 C.V. 8Sample No. 206 Ave 145 S.D. 17 C.V. 12

Labs Eliminated: 69, 90, 116, 243, 457, 840, 4137

Labs off Diagram: 41

Page 36: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

160

180

200

220

240

260

280

300

320

150 170 190 210 230 250 270 290 310

Sam

ple

No

. 206

Vic

at T

ime

of

Set

-F

inal

(m

inu

tes)

Sample No. 205Vicat Time of Set - Final (minutes)

CCRL Proficiency Sample ProgramVicat Time of Set - Final

PORTLAND CEMENT Samples No. 205 and No. 206

160

180

200

220

240

260

280

300

320

150 170 190 210 230 250 270 290 310

Test No. 121 Vicat Time of Set - Final 224 Points

Sample No. 205 Ave 235 S.D. 25 C.V. 11Sample No. 206 Ave 250 S.D. 28 C.V. 11

Labs Eliminated: 34, 69, 457

Page 37: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

100

120

140

160

180

200

220

240

90 110 130 150 170 190 210 230

Sam

ple

No

. 206

Gill

mo

re T

ime

of

Set

-In

itia

l (m

inu

tes)

Sample No. 205Gillmore Time of Set - Initial (minutes)

CCRL Proficiency Sample ProgramGillmore Time of Set - Initial

PORTLAND CEMENT Samples No. 205 and No. 206

100

120

140

160

180

200

220

240

90 110 130 150 170 190 210 230

Test No. 130 Gillmore Time of Set - Initial 135 Points

Sample No. 205 Ave 169 S.D. 19 C.V. 11Sample No. 206 Ave 180 S.D. 25 C.V. 14

Labs Eliminated: 176, 840

Page 38: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

170

190

210

230

250

270

290

310

330

350

370

390

150 170 190 210 230 250 270 290 310 330 350 370

Sam

ple

No

. 206

Gill

mo

re T

ime

of

Set

-F

inal

(m

inu

tes)

Sample No. 205Gillmore Time of Set - Final (minutes)

CCRL Proficiency Sample ProgramGillmore Time of Set - Final

PORTLAND CEMENT Samples No. 205 and No. 206

170

190

210

230

250

270

290

310

330

350

370

390

150 170 190 210 230 250 270 290 310 330 350 370

Test No. 140 Gillmore Time of Set - Final 136 Points

Sample No. 205 Ave 262 S.D. 31 C.V. 12Sample No. 206 Ave 281 S.D. 34 C.V. 12

Labs Eliminated: 41, 1054

Page 39: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

40

50

60

70

80

90

100

50 60 70 80 90 100 110

Sam

ple

No

. 206

Fal

se S

et -

Pas

te M

eth

od

(p

erce

nt)

Sample No. 205False Set - Paste Method (percent)

CCRL Proficiency Sample ProgramFalse Set - Paste Method

PORTLAND CEMENT Samples No. 205 and No. 206

40

50

60

70

80

90

100

50 60 70 80 90 100 110

Test No. 150 False Set - Paste Method 184 Points

Sample No. 205 Ave 82 S.D. 8.7 C.V. 10.6Sample No. 206 Ave 76 S.D. 10.5 C.V. 13.7

Labs Eliminated: 103, 176, 493

Page 40: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

-0.04

-0.02

0

0.02

0.04

0.06

0.08

0.1

0.12

0.14

0.16

-0.14 -0.12 -0.1 -0.08 -0.06 -0.04 -0.02 0 0.02 0.04 0.06

Sam

ple

No

. 206

Au

tocl

ave

Exp

ansi

on

(p

erce

nt)

Sample No. 205Autoclave Expansion (percent)

CCRL Proficiency Sample ProgramAutoclave Expansion

PORTLAND CEMENT Samples No. 205 and No. 206

-0.04

-0.02

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

-0.14 -0.12 -0.10 -0.08 -0.06 -0.04 -0.02 0.00 0.02 0.04 0.06

Test No. 160 Autoclave Expansion 211 Points

Sample No. 205 Ave -0.03 S.D. 0.026 C.V. 71Sample No. 206 Ave 0.07 S.D. 0.034 C.V. 46

Labs Eliminated: 15, 25, 78, 84, 103, 143, 156, 203, 205, 221, 491, 684, 1773, 3413

Page 41: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

5

6

7

8

9

10

11

12

13

5 6 7 8 9 10 11 12 13

Sam

ple

No

. 206

Air

Co

nte

nt

% (

per

cen

t)

Sample No. 205Air Content % (percent)

CCRL Proficiency Sample ProgramAir Content %

PORTLAND CEMENT Samples No. 205 and No. 206

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0

Test No. 170 Air Content % 224 Points

Sample No. 205 Ave 9.2 S.D. 1.1 C.V. 12Sample No. 206 Ave 9.3 S.D. 1.1 C.V. 12

Labs Eliminated: 52, 1644

Page 42: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

61

63

65

67

69

71

73

75

61 63 65 67 69 71 73 75

Sam

ple

No

. 206

Air

Co

nte

nt

-%

Wat

er (

per

cen

t)

Sample No. 205Air Content - % Water (percent)

CCRL Proficiency Sample ProgramAir Content - % Water

PORTLAND CEMENT Samples No. 205 and No. 206

61.0

63.0

65.0

67.0

69.0

71.0

73.0

75.0

61.0 63.0 65.0 67.0 69.0 71.0 73.0 75.0

Test No. 180 Air Content - % Water 211 Points

Sample No. 205 Ave 69.0 S.D. 2.3 C.V. 3.3Sample No. 206 Ave 68.6 S.D. 2.4 C.V. 3.5

Labs Eliminated: 35, 146, 159, 309, 407, 1644, 4131

Labs off Diagram: 52

Page 43: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

80

82

84

86

88

90

92

94

80 82 84 86 88 90 92 94

Sam

ple

No

. 206

Air

Co

nte

nt

-F

low

(p

erce

nt)

Sample No. 205Air Content - Flow (percent)

CCRL Proficiency Sample ProgramAir Content - Flow

PORTLAND CEMENT Samples No. 205 and No. 206

80

82

84

86

88

90

92

94

80 82 84 86 88 90 92 94

Test No. 190 Air Content - Flow 219 Points

Sample No. 205 Ave 87 S.D. 3.3 C.V. 3.7Sample No. 206 Ave 88 S.D. 3.6 C.V. 4.1

Labs off Diagram: 34

Page 44: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

2900

3100

3300

3500

3700

3900

4100

4300

4500

3200 3400 3600 3800 4000 4200 4400 4600 4800

Sam

ple

No

. 206

Co

mp

ress

ive

Str

eng

th -

3 d

ay (

psi

)

Sample No. 205Compressive Strength - 3 day (psi)

CCRL Proficiency Sample ProgramCompressive Strength - 3 day

PORTLAND CEMENT Samples No. 205 and No. 206

2900

3100

3300

3500

3700

3900

4100

4300

4500

3200 3400 3600 3800 4000 4200 4400 4600 4800

Test No. 200 Compressive Strength - 3 day 236 Points

Sample No. 205 Ave 4017 S.D. 271 C.V. 6.8Sample No. 206 Ave 3798 S.D. 254 C.V. 6.7

Labs Eliminated: 30, 35, 48, 51, 103, 205, 640

Labs off Diagram: 360

Page 45: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

3900

4100

4300

4500

4700

4900

5100

5300

5500

5700

3900 4100 4300 4500 4700 4900 5100 5300 5500 5700

Sam

ple

No

. 206

Co

mp

ress

ive

Str

eng

th -

7 d

ay (

psi

)

Sample No. 205Compressive Strength - 7 day (psi)

CCRL Proficiency Sample ProgramCompressive Strength - 7 day

PORTLAND CEMENT Samples No. 205 and No. 206

3900

4100

4300

4500

4700

4900

5100

5300

5500

5700

3900 4100 4300 4500 4700 4900 5100 5300 5500 5700

Test No. 210 Compressive Strength - 7 day 239 Points

Sample No. 205 Ave 4903 S.D. 309 C.V. 6.3Sample No. 206 Ave 4860 S.D. 300 C.V. 6.2

Labs Eliminated: 30, 103, 640, 1222

Labs off Diagram: 35

Page 46: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

4800

5100

5400

5700

6000

6300

6600

6900

7200

5000 5300 5600 5900 6200 6500 6800 7100 7400

Sam

ple

No

. 206

Co

mp

ress

ive

Str

eng

th -

28 d

ay (

psi

)

Sample No. 205Compressive Strength - 28 day (psi)

CCRL Proficiency Sample ProgramCompressive Strength - 28 day

PORTLAND CEMENT Samples No. 205 and No. 206

4800

5100

5400

5700

6000

6300

6600

6900

7200

5000 5300 5600 5900 6200 6500 6800 7100 7400

Test No. 211 Compressive Strength - 28 day 228 Points

Sample No. 205 Ave 6327 S.D. 429 C.V. 6.8Sample No. 206 Ave 6130 S.D. 408 C.V. 6.7

Labs Eliminated: 3, 30, 203, 1222

Labs off Diagram: 25, 49, 360

Page 47: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

80 85 90 95 100 105 110 115 120 125 130 135 140 145 150

Sam

ple

No

. 206

Co

mp

ress

ive

Str

eng

h -

Flo

w (

per

cen

t)

Sample No. 205Compressive Strengh - Flow (percent)

CCRL Proficiency Sample ProgramCompressive Strengh - Flow

PORTLAND CEMENT Samples No. 205 and No. 206

80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

80 85 90 95 100 105 110 115 120 125 130 135 140 145 150

Test No. 230 Compressive Strengh - Flow 217 Points

Sample No. 205 Ave 116 S.D. 10 C.V. 8.8Sample No. 206 Ave 114 S.D. 10 C.V. 8.5

Labs Eliminated: 46, 94, 407, 2490

Page 48: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

360

370

380

390

400

410

420

430

340 350 360 370 380 390 400 410

Sam

ple

No

. 206

Fin

enes

s -

Air

Per

mea

bili

ty (

m²/

kg)

Sample No. 205Fineness - Air Permeability (m²/kg)

CCRL Proficiency Sample ProgramFineness - Air Permeability

PORTLAND CEMENT Samples No. 205 and No. 206

360

370

380

390

400

410

420

430

340 350 360 370 380 390 400 410

Test No. 270 Fineness - Air Permeability 229 Points

Sample No. 205 Ave 381 S.D. 10 C.V. 2.6Sample No. 206 Ave 396 S.D. 11 C.V. 2.7

Labs Eliminated: 3, 51, 222, 415, 474, 3245, 3658, 4051

Page 49: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

95

96

97

98

95 96 97 98

Sam

ple

No

. 206

Fin

enes

s -

45µ

m S

ieve

(p

erce

nt)

Sample No. 205Fineness - 45µm Sieve (percent)

CCRL Proficiency Sample ProgramFineness - 45µm Sieve

PORTLAND CEMENT Samples No. 205 and No. 206

95.00

96.00

97.00

98.00

95.00 96.00 97.00 98.00

Test No. 281 Fineness - 45µm Sieve 212 Points

Sample No. 205 Ave 96.83 S.D. 0.52 C.V. 0.53Sample No. 206 Ave 96.86 S.D. 0.53 C.V. 0.55

Labs Eliminated: 35, 64, 116, 148, 474, 2481, 3245

Labs off Diagram: 25, 36, 121

Page 50: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

-0.005

0

0.005

0.01

0.015

0.02

-0.01 -0.005 0 0.005 0.01 0.015

Sam

ple

No

. 206

C10

38 M

ort

ar B

ar E

xpan

sio

n (

per

cen

t)

Sample No. 205C1038 Mortar Bar Expansion (percent)

CCRL Proficiency Sample ProgramC1038 Mortar Bar Expansion

PORTLAND CEMENT Samples No. 205 and No. 206

-0.005

0.000

0.005

0.010

0.015

0.020

-0.010 -0.005 0.000 0.005 0.010 0.015

Test No. 400 C1038 Mortar Bar Expansion 150 Points

Sample No. 205 Ave 0.005 S.D. 0.003 C.V. 67Sample No. 206 Ave 0.006 S.D. 0.003 C.V. 60

Labs Eliminated: 99, 125, 203, 205, 221, 491, 497, 4051

Page 51: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

CCRL PROFICIENCY SAMPLE PROGRAM Portland Cement Proficiency Samples No. 205 and No. 206

Final Report – August 31, 2017

SUMMARY OF RESULTS

Sample No.205 Sample No. 206

Test (unit) #Labs Average S.D. C.V. Average S.D. C.V.

Summary of Results – page 1 of 1

C186 Heat of Solution - Dry (cal/g)

21 588.0 41.4 7.0 589.0 42.9 7.3

*20 596.0 11.3 1.9 598.0 15.4 2.6

* Labs Eliminated - 148 C186 Heat of Solution - 7 day (cal/g)

21 513.5 26.6 5.2 512.7 25.8 5.0

*20 518.5 13.8 2.7 517.7 12.4 2.4

* Labs Eliminated - 148 C186 Heat of Solution 28 day (cal/g)

16 501.2 26.1 5.2 500.0 25.0 5.0

*15 507.1 11.8 2.3 505.7 9.9 2.0

* Labs Eliminated - 148 C186 Heat of Hydration - 7 day (cal/g)

24 78.7 5.0 6.3 84.0 5.6 6.6

*23 79.5 3.1 3.9 84.0 5.7 6.8

* Labs Eliminated - 1644 C186 Heat of Hydration - 28 day (cal/g)

19 90.5 10.1 11.1 93.0 10.6 11.4

*18 92.5 4.6 5.0 95.2 4.6 4.8

* Labs Eliminated - 4115

C1702 Heat of Hydration - 3 day (J/g)

16 290 69 24.1 295 68 23.3

*15 300 42 13.9 305 40 13.0

* Labs Eliminated - 3605

C1702 Heat of Hydration - 7 day (J/g)

15 316 81 25.7 345 85 24.8

No Labs Eliminated for This Test

Page 52: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

550

560

570

580

590

600

610

620

630

640

550 560 570 580 590 600 610 620 630 640

Sam

ple

No

. 206

C18

6 H

eat

of

So

luti

on

-D

ry (

cal/g

)

Sample No. 205C186 Heat of Solution - Dry (cal/g)

CCRL Proficiency Sample ProgramC186 Heat of Solution - Dry

PORTLAND CEMENT Samples No. 205 and No. 206

550.0

560.0

570.0

580.0

590.0

600.0

610.0

620.0

630.0

640.0

550.0 560.0 570.0 580.0 590.0 600.0 610.0 620.0 630.0 640.0

Test No. 291 C186 Heat of Solution - Dry 20 Points

Sample No. 205 Ave 596.0 S.D. 11.3 C.V. 1.9Sample No. 206 Ave 598.0 S.D. 15.4 C.V. 2.6

Labs Eliminated: 148

Page 53: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

475

485

495

505

515

525

535

545

555

475 485 495 505 515 525 535 545 555

Sam

ple

No

. 206

C18

6 H

eat

of

So

luti

on

-7

day

(ca

l/g)

Sample No. 205C186 Heat of Solution - 7 day (cal/g)

CCRL Proficiency Sample ProgramC186 Heat of Solution - 7 day

PORTLAND CEMENT Samples No. 205 and No. 206

475.0

485.0

495.0

505.0

515.0

525.0

535.0

545.0

555.0

475.0 485.0 495.0 505.0 515.0 525.0 535.0 545.0 555.0

Test No. 292 C186 Heat of Solution - 7 day 20 Points

Sample No. 205 Ave 518.5 S.D. 13.8 C.V. 2.7Sample No. 206 Ave 517.7 S.D. 12.4 C.V. 2.4

Labs Eliminated: 148

Page 54: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

470

480

490

500

510

520

530

540

470 480 490 500 510 520 530 540

Sam

ple

No

. 206

C18

6 H

eat

of

So

luti

on

28

day

(ca

l/g)

Sample No. 205C186 Heat of Solution 28 day (cal/g)

CCRL Proficiency Sample ProgramC186 Heat of Solution 28 day

PORTLAND CEMENT Samples No. 205 and No. 206

470.0

480.0

490.0

500.0

510.0

520.0

530.0

540.0

470.0 480.0 490.0 500.0 510.0 520.0 530.0 540.0

Test No. 301 C186 Heat of Solution 28 day 15 Points

Sample No. 205 Ave 507.1 S.D. 11.8 C.V. 2.3Sample No. 206 Ave 505.7 S.D. 9.9 C.V. 2.0

Labs Eliminated: 148

Page 55: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

65

70

75

80

85

90

95

100

60 65 70 75 80 85 90 95

Sam

ple

No

. 206

C18

6 H

eat

of

Hyd

rati

on

-7

day

(ca

l/g)

Sample No. 205C186 Heat of Hydration - 7 day (cal/g)

CCRL Proficiency Sample ProgramC186 Heat of Hydration - 7 day

PORTLAND CEMENT Samples No. 205 and No. 206

65.0

70.0

75.0

80.0

85.0

90.0

95.0

100.0

60.0 65.0 70.0 75.0 80.0 85.0 90.0 95.0

Test No. 290 C186 Heat of Hydration - 7 day 23 Points

Sample No. 205 Ave 79.5 S.D. 3.1 C.V. 3.9Sample No. 206 Ave 84.0 S.D. 5.7 C.V. 6.8

Labs Eliminated: 1644

Page 56: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

85

90

95

100

105

80 85 90 95 100

Sam

ple

No

. 206

C18

6 H

eat

of

Hyd

rati

on

-28

day

(ca

l/g)

Sample No. 205C186 Heat of Hydration - 28 day (cal/g)

CCRL Proficiency Sample ProgramC186 Heat of Hydration - 28 day

PORTLAND CEMENT Samples No. 205 and No. 206

85.0

90.0

95.0

100.0

105.0

80.0 85.0 90.0 95.0 100.0

Test No. 300 C186 Heat of Hydration - 28 day 18 Points

Sample No. 205 Ave 92.5 S.D. 4.6 C.V. 5.0Sample No. 206 Ave 95.2 S.D. 4.6 C.V. 4.8

Labs Eliminated: 4115

Page 57: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

190

210

230

250

270

290

310

330

350

370

390

410

190 210 230 250 270 290 310 330 350 370 390 410

Sam

ple

No

. 206

C17

02 H

eat

of

Hyd

rati

on

-3

day

(J/

g)

Sample No. 205C1702 Heat of Hydration - 3 day (J/g)

CCRL Proficiency Sample ProgramC1702 Heat of Hydration - 3 day

PORTLAND CEMENT Samples No. 205 and No. 206

190

210

230

250

270

290

310

330

350

370

390

410

190 210 230 250 270 290 310 330 350 370 390 410

Test No. 500 C1702 Heat of Hydration - 3 day 15 Points

Sample No. 205 Ave 300 S.D. 42 C.V. 13.9Sample No. 206 Ave 305 S.D. 40 C.V. 13.0

Labs Eliminated: 3605

Page 58: CONCRETE REFERENCE LABORATORY - CCRL Cement Report 205.pdf · Cement and Concrete Reference Laboratory . ... Usually, averages, standard deviations, and coefficients of variation

80

130

180

230

280

330

380

430

480

530

580

50 100 150 200 250 300 350 400 450 500 550

Sam

ple

No

. 206

C17

02 H

eat

of

Hyd

rati

on

-7

day

(J/

g)

Sample No. 205C1702 Heat of Hydration - 7 day (J/g)

CCRL Proficiency Sample ProgramC1702 Heat of Hydration - 7 day

PORTLAND CEMENT Samples No. 205 and No. 206

80

130

180

230

280

330

380

430

480

530

580

50 100 150 200 250 300 350 400 450 500 550

Test No. 510 C1702 Heat of Hydration - 7 day 15 Points

Sample No. 205 Ave 316 S.D. 81 C.V. 25.7Sample No. 206 Ave 345 S.D. 85 C.V. 24.8