National Academies Press: OpenBook

Adhesive Anchors in Concrete Under Sustained Loading Conditions (2009)

Chapter: Appendix B - Test Graphs

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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
×
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Suggested Citation:"Appendix B - Test Graphs." National Academies of Sciences, Engineering, and Medicine. 2009. Adhesive Anchors in Concrete Under Sustained Loading Conditions. Washington, DC: The National Academies Press. doi: 10.17226/23026.
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B-1 A P P E N D I X B Test Graphs

B-3 Abbreviation Description ST Static Load Test -75F Test temperature of 75ºF for the static load test -110F Test temperature of 110ºF for the static load test CT Sustained Load (Creep) Test -75% Load level of 75% for the sustained load (creep) test -62% Load level of 62% for the sustained load (creep) test LvD Load versus Displacement graph LvT Load versus Time graph TvD Time versus Displacement graph DvT Displacement versus Time graph PLvT Percent Load versus Time graph A-01 Anchor adhesive (A) and number (01) This appendix presents the graphs of the tests conducted during this research project. For interpretation of these graphs, refer to the body of this report. The following abbreviations are used to describe the graphs contained within this appendix:

B-4 110ºF Static Load Test Load vs. Displacement & Load vs. Time Graphs for Adhesive A A-01 0.042, 15,248 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 1: ST-110F LvD A-01 A-01 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 2: ST-110F LvT A-01 A-02 0.045, 15,962 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 3: ST-110F LvD A-02 A-02 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 4: ST-110F LvT A-02 A-03 0.039, 14,527 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 5: ST-110F LvD A-03 A-03 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 6: ST-110F LvT A-03

B-5 A-04 0.042, 11,915 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 7: ST-110F LvD A-04 A-04 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 8: ST-110F LvT A-04 110ºF Static Load Test (incremental loading) Load vs. Displacement, Time vs. Displacement, & Load vs. Time Graphs for Adhesive A A-05 0.053, 16,359 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 9: ST-110F LvD & TvD A-05 A-05 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 10: ST-110F LvT A-05 A-06 0.045, 16,249 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 11: ST-110F LvD & TvD A-06 A-06 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 12: ST-110F LvT A-06

B-6 110ºF Static Load Test Load vs. Displacement & Load vs. Time Graphs for Adhesive B B-01 0.045, 19,905 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 13: ST-110F LvD B-01 B-01 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 14: ST-110F LvT B-01 B-02 0.044, 20,817 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 15: ST-110F LvD B-02 B-02 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 16: ST-110F LvT B-02 B-03 0.051, 20,137 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 17: ST-110F LvD B-03 B-03 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 18: ST-110F LvT B-03

B-7 B-04 0.043, 19,632 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 19: ST-110F LvD B-04 B-04 - 5,000 10,000 15,000 20,000 25,000 0.00 60.00 120.00 180.00 240.00 300.00 360.00 420.00 480.00 540.00 600.00 660.00 720.00 TIME (sec) LO A D (lb f) Figure 20: ST-110F LvT B-04 110ºF Static Load Test (incremental loading) Load vs. Displacement, Time vs. Displacement, & Load vs. Time Graphs for Adhesive B B-05 0.059, 16,283 0 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 21: ST-110F LvD & TvD B-05 B-05 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 22: ST-110F LvT B-05 B-06 0.036, 16,663 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 23: ST-110F LvD & TvD B-06 B-06 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 24: ST-110F LvT B-06

B-8 110ºF Static Load Test Load vs. Displacement & Load vs. Time Graphs for Adhesive C C-01 0.051, 18,596 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 25: ST-110F LvD C-01 C-01 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 26: ST-110F LvT C-01 C-02 0.052, 18,695 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 27: ST-110F LvD C-02 C-02 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 28: ST-110F LvT C-02 C-03 0.049, 19,350 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 29: ST-110F LvD C-03 C-03 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 30: ST-110F LvT C-03

B-9 C-04 0.058, 15,627 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 31: ST-110F LvD C-04 C-04 - 5,000 10,000 15,000 20,000 25,000 0.00 60.00 120.00 180.00 240.00 300.00 360.00 420.00 480.00 540.00 600.00 660.00 720.00 TIME (sec) LO A D (lb f) Figure 32: ST-110F LvT C-04 110ºF Static Load Test (incremental loading) Load vs. Displacement, Time vs. Displacement, & Load vs. Time Graphs for Adhesive C C-05 0.039, 15,686 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 33: ST-110F LvD & TvD C-05 C-05 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 34: ST-110F LvT C-05 C-06 0.046, 13,855 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 35: ST-110F LvD & TvD C-06 C-06 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 36: ST-110F LvT C-06

B-10 75ºF Static Load Test Load vs. Displacement & Load vs. Time Graphs for Adhesive A A-13 0.046, 18,533 0 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 37: ST-75F LvD A-13 A-13 0 5,000 10,000 15,000 20,000 25,000 0.00 60.00 120.00 180.00 240.00 300.00 360.00 420.00 480.00 540.00 600.00 660.00 720.00 TIME (sec) LO A D (lb f) Figure 38: ST-110F LvT A-13 A-14 0.047, 15,011 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 39: ST-75F LvD A-14 A-14 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 40: ST-110F LvT A-14 A-15 0.062, 17,692 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 41: ST-75F LvD A-15 A-15 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 42: ST-110F LvT A-15

B-11 A-16 0.040, 15,292 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 43: ST-75F LvD A-16 A-16 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 44: ST-110F LvT A-16 75ºF Static Load Test (incremental loading) Load vs. Displacement, Time vs. Displacement, & Load vs. Time Graphs for Adhesive A A-17 0.044, 19,104 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 Ti m e (se c) Load MAX Time Figure 45: ST-75F LvD & TvD A-17 A-17 0 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 46: ST-110F LvT A-17 A-18 0.052, 15,903 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 Ti m e (se c) Load MAX Time Figure 47: ST-75F LvD & TvD A-18 A-18 0 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 48: ST-110F LvT A-18

B-12 75ºF Static Load Test Load vs. Displacement & Load vs. Time Graphs for Adhesive B B-13 0.056, 19,707 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 49: ST-75F LvD B-13 B-13 0 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 50: ST-110F LvT B-13 B-14 0.057, 21,188 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 51: ST-75F LvD B-14 B-14 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 52: ST-110F LvT B-14 B-15 0.059, 20,533 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 53: ST-75F LvD B-15 B-15 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 54: ST-110F LvT B-15

B-13 B-16 0.045, 20,282 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 55: ST-75F LvD B-16 B-16 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 56: ST-110F LvT B-16 75ºF Static Load Test (incremental loading) Load vs. Displacement, Time vs. Displacement, & Load vs. Time Graphs for Adhesive B B-17 0.057, 21,516 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 57: ST-75F LvD & TvD B-17 B-17 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 58: ST-110F LvT B-17 B-18 0.048, 21,975 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 59: ST-75F LvD & TvD B-18 B-18 0 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 Time (sec) Lo ad (lb f) Figure 60: ST-110F LvT B-18

B-14 75ºF Static Load Test Load vs. Displacement & Load vs. Time Graphs for Adhesive C C-13 0.026, 16,802 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 61: ST-75F LvD C-13 C-13 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 62: ST-110F LvT C-13 C-14 0.036, 20,467 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 63: ST-75F LvD C-14 C-14 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 64: ST-110F LvT C-14 C-15 0.043, 19,440 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 65: ST-75F LvD C-15 C-15 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 66: ST-110F LvT C-15

B-15 C-16 0.028, 20,456 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) Figure 67: ST-75F LvD C-16 C-16 - 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 68: ST-110F LvT C-16 75ºF Static Load Test (incremental loading) Load vs. Displacement, Time vs. Displacement, & Load vs. Time Graphs for Adhesive C C-17 0.040, 18,554 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 69: ST-75F LvD & TvD C-17 C-17 0 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 70: ST-110F LvT C-17 C-18 0.041, 16,318 - 5,000 10,000 15,000 20,000 25,000 0.000 0.020 0.040 0.060 0.080 0.100 0.120 DISPLACEMENT (in) LO A D (lb f) 0 200 400 600 800 1000 TI M E (se c ) Load MAX Time Figure 71: ST-75F LvD & TvD C-18 C-18 0 5,000 10,000 15,000 20,000 25,000 0 60 120 180 240 300 360 420 480 540 600 660 720 TIME (sec) LO A D (lb f) Figure 72: ST-110F LvT C-18

B-16 110ºF Static Load Test Combined Load vs. Displacement Graphs for Adhesive A 0 5,000 10,000 15,000 20,000 25,000 0 0.02 0.04 0.06 0.08 0.1 0.12 DISPLACEMENT (in) LO A D (lb f) A-01 A-02 A-03 A-04 A-05 A-06 Figure 73: ST-110F LvD A-01 - A-06 75ºF Static Load Test Combined Load vs. Displacement Graphs for Adhesive A Figure 74: ST-75F LvD A-13 - A-18 0 5,000 10,000 15,000 20,000 25,000 0 0.02 0.04 0.06 0.08 0.1 0.12 DISPLACEMENT (in) LO AD (lb f) A-13 A-14 A-15 A-16 A-17 A-18

B-17 110ºF Static Load Test Combined Load vs. Displacement Graphs for Adhesive B 0 5,000 10,000 15,000 20,000 25,000 0 0.02 0.04 0.06 0.08 0.1 0.12 DISPLACEMENT (in) LO A D (lb f) B-01 B-02 B-03 B-04 B-05 B-06 Figure 75: ST-110F LvD B-01 - B-06 75ºF Static Load Test Combined Load vs. Displacement Graphs for Adhesive B 0 5,000 10,000 15,000 20,000 25,000 0 0.02 0.04 0.06 0.08 0.1 0.12 DISPLACEMENT (in) LO A D (lb f) B-13 B-14 B-15 B-16 B-17 B-18 Figure 76: ST-75F LvD B-13 - B-18

B-18 110°F Static Load Test Combined Load vs. Displacement Graphs for Adhesive C 0 5,000 10,000 15,000 20,000 25,000 0 0.02 0.04 0.06 0.08 0.1 0.12 DISPLACEMENT (in) LO A D (lb f) C-01 C-02 C-03 C-04 C-05 C-06 Figure 77: ST-110F LvD C-01 - C-06 75°F Static Load Test Combined Load vs. Displacement Graphs for Adhesive C 0 5,000 10,000 15,000 20,000 25,000 0 0.02 0.04 0.06 0.08 0.1 0.12 DISPLACEMENT (in) LO A D (lb f) C-13 C-14 C-15 C-16 C-17 C-18 Figure 78: ST-75F LvD C-13 - C-18

B-19 75% Sustained Load (Creep) Test Displacement vs. Time & Load vs. Displacement Graphs for Adhesive A A-07 0.72 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 79: CT-75% DvT & PLvT A-07 A-07 0 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 80: CT-75% LvD A-07 A-08 12.80 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 81: CT-75% DvT & PLvT A-08 A-08 0 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 82: CT-75% LvD A-08 A-09 8.58 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 83: CT-75% DvT & PLvT A-09 A-09 0 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 84: CT-75% LvD A-09

B-20 62% Sustained Load (Creep) Test Displacement vs. Time & Load vs. Displacement Graphs for Adhesive A A-10 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load TEST SUSPENDED DOES NOT REPRESENT FAILURE Figure 85: CT-62% DvT & PLvT A-10 A-10 - 5,000 10,000 15,000 20,000 25,000 0.0000 0.0500 0.1000 0.1500 0.2000 0.2500 DISPLACEMENT (in) LO A D (lb f) TEST SUSPENDED DOES NOT REPRESENT FAILURE Figure 86: CT-62% LvD A-10 A-11 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load TEST SUSPENDED DOES NOT REPRESENT FAILURE Figure 87: CT-62% DvT & PLvT A-11 A-11 - 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) TEST SUSPENDED DOES NOT REPRESENT FAILURE Figure 88: CT-62% LvD A-11 A-12 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load TEST SUSPENDED DOES NOT REPRESENT FAILURE Figure 89: CT-62% DvT & PLvT A-12 A-12 - 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) TEST SUSPENDED DOES NOT REPRESENT FAILURE Figure 90: CT-62% LvD A-12

B-21 75% Sustained Load (Creep) Test Displacement vs. Time & Load vs. Displacement Graphs for Adhesive B B-07 0.57 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 91: CT-75% DvT & PLvT B-07 B-07 0 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 92: CT-75% LvD B-07 B-08 0.22 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 93: CT-75% DvT & PLvT B-08 B-08 0 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 94: CT-75% LvD B-08 B-09 0.13 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 95: CT-75% DvT & PLvT B-09 B-09 0 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 96: CT-75% LvD B-09

B-22 62% Sustained Load (Creep) Test Displacement vs. Time & Load vs. Displacement Graphs for Adhesive B B-10 1.19 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 97: CT-62% DvT & PLvT B-10 B-10 - 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 98: CT-62% LvD B-10 B-11 3.72 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 99: CT-62% DvT & PLvT B-11 B-11 - 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 100: CT-62% LvD B-11 B-12 7.65 0.000 0.050 0.100 0.150 0.200 0.250 0.001 0.01 0.1 1 10 100 1000 10000 TIME (hr) D IS PL A CE M EN T (in ) 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% LO A D (% ) Displacement Failure Load Figure 101: CT-62% DvT & PLvT B-12 B-12 - 5,000 10,000 15,000 20,000 25,000 0.000 0.050 0.100 0.150 0.200 0.250 DISPLACEMENT (in) LO A D (lb f) Figure 102: CT-62% LvD B-12

B-23 Slab & Chamber Conditioning Logs (Temperature and Humidity) 110F STATIC LOAD TEST CONDITIONING LOG SLAB TEMPERATURE 90.0 95.0 100.0 105.0 110.0 115.0 120.0 8/21/2008 12:00 PM 8/22/2008 12:00 PM 8/23/2008 12:00 PM 8/24/2008 12:00 PM 8/25/2008 12:00 PM 8/26/2008 12:00 PM 8/27/2008 12:00 PM 8/28/2008 12:00 PM 8/29/2008 12:00 PM DATE TE M PE R A TU RE (d eg C) Figure 103: ST-110F Conditioning Log - Temperature 110F STATIC LOAD TEST CONDITIONING LOG HUMIDITY 20 25 30 35 40 45 50 8/21/2008 12:00 PM 8/22/2008 12:00 PM 8/23/2008 12:00 PM 8/24/2008 12:00 PM 8/25/2008 12:00 PM 8/26/2008 12:00 PM 8/27/2008 12:00 PM 8/28/2008 12:00 PM 8/29/2008 12:00 PM DATE H UM ID IT Y (% ) AVERAGED TRENDLINE Figure 104: ST-110F Conditioning Log - Humidity 75% SUSTAINED LOAD TEST CONDITIONING LOG SLAB TEMPERATURE 28.0 33.0 38.0 43.0 48.0 53.0 10/2/2008 12:00 AM 10/3/2008 12:00 AM 10/4/2008 12:00 AM 10/5/2008 12:00 AM 10/6/2008 12:00 AM 10/7/2008 12:00 AM 10/8/2008 12:00 AM DATE TE M PE R A TU RE (d eg C) Slab A Slab B Figure 105: CT-75% Conditioning Log - Temperature 75% SUSTAINED LOAD TEST SLAB CONDITIONING LOG HUMIDITY 20.0 25.0 30.0 35.0 40.0 45.0 50.0 10/2/2008 12:00 AM 10/3/2008 12:00 AM 10/4/2008 12:00 AM 10/5/2008 12:00 AM 10/6/2008 12:00 AM 10/7/2008 12:00 AM 10/8/2008 12:00 AM DATE H UM ID IT Y (% ) AVERAGED TRENDLINE DATA LOST FROM 10/2 TO 10/5 Figure 106: CT-75% Conditioning Log - Humidity 62% SUSTAINED LOAD TEST CONDITIONING LOG SLAB TEMPERATURE 28.0 33.0 38.0 43.0 48.0 53.0 10/17/08 12:00 AM 10/18/08 12:00 AM 10/19/08 12:00 AM 10/20/08 12:00 AM 10/21/08 12:00 AM 10/22/08 12:00 AM 10/23/08 12:00 AM 10/24/08 12:00 AM DATE TE M PE R A TU RE (d eg C) Slab A Slab B BREAKER TRIPPED BREAKER RESET Figure 107: CT-62% Conditioning Log - Temperature 62% SUSTAINED LOAD TEST CONDITIONING LOG HUMIDITY 20.0 25.0 30.0 35.0 40.0 45.0 50.0 10/17/08 12:00 AM 10/18/08 12:00 AM 10/19/08 12:00 AM 10/20/08 12:00 AM 10/21/08 12:00 AM 10/22/08 12:00 AM 10/23/08 12:00 AM 10/24/08 12:00 AM DATE H UM ID IT Y (% ) DATA LOST Figure 108: CT-62% Conditioning Log - Humidity

B-24 Anchor Testing Environmental Logs (Temperature and Humidity) 110F STATIC LOAD TEST ENVIRONMENTAL LOG SLAB TEMPERATURE 28.0 33.0 38.0 43.0 48.0 53.0 8/28/2008 09:00 AM 8/28/2008 12:00 PM 8/28/2008 03:00 PM 8/28/2008 06:00 PM DATE TE M PE R A TU RE (d eg C) A-01 - A-04 B-01 - B-04 C-01 - C-04 A-05 - A-06 B-05 - B-06 C-05 - C-06 Figure 109: ST-110F Environmental Log - Temperature 110F STATIC LOAD TEST ENVIRONMENTAL LOG HUMIDITY 20 25 30 35 40 45 50 8/28/2008 09:00 AM 8/28/2008 12:00 PM 8/28/2008 03:00 PM 8/28/2008 06:00 PM DATE TE M PE R A TU RE (d eg C) START OF TESTING END OF TESTING AVERAGED TRENDLINE Figure 110: ST-110F Environmental Log - Humidity 75% SUSTAINED LOAD TEST ENVIRONMENTAL LOG SLAB TEMPERATURE 28.0 33.0 38.0 43.0 48.0 53.0 MA00:218002/9/01MA00:218002/8/01MA00:218002/7/01 DATE TE M PE R A TU RE (d eg C) Slab A Slab B Figure 111: CT-75% Environmental Log - Temperature 75% SUSTAINED LOAD TEST ENVIRONMENTAL LOG HUMIDITY 20 25 30 35 40 45 50 MA00:218002/9/01MA00:218002/8/01MA00:218002/7/01 DATE H UM ID IT Y (% ) AVERAGED TRENDLINE Figure 112: CT-75% Environmental Log - Humidity 62% SUSTAINED LOAD TEST ENVIRONMENTAL LOG SLAB TEMPERATURE 28.0 33.0 38.0 43.0 48.0 53.0 10/23/08 12:00 AM 11/06/08 12:00 AM 11/20/08 12:00 AM 12/04/08 12:00 AM 12/18/08 12:00 AM 01/01/09 12:00 AM 01/15/09 12:00 AM 01/29/09 12:00 AM 02/12/09 12:00 AM 02/26/09 12:00 AM DATE TE M PE R A TU RE (d eg C) Slab A Slab B HEATER CIRCUIT BREAKER TRIPPED. SLAB TEMPERATURE BELOW 43ºC FOR 28 HOURS Figure 113: CT-62% Environmental Log - Temperature 62% SUSTAINED LOAD TEST ENVIRONMENTAL LOG HUMIDITY 0 5 10 15 20 25 30 35 40 45 50 10/23/08 12:00 AM 11/06/08 12:00 AM 11/20/08 12:00 AM 12/04/08 12:00 AM 12/18/08 12:00 AM 01/01/09 12:00 AM 01/15/09 12:00 AM 01/29/09 12:00 AM 02/12/09 12:00 AM 02/26/09 12:00 AM DATE H UM ID IT Y (% ) DATA LOST FROM 10/23 TO 11/27 Figure 114: CT-62% Environmental Log - Humidity

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 Adhesive Anchors in Concrete Under Sustained Loading Conditions
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TRB’s National Cooperative Highway Research Program (NCHRP) Report 639: Adhesive Anchors in Concrete Under Sustained Loading Conditions explores a test method designed to help determine an adhesive anchor’s ability to resist sustained tensile loads.

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