Vane shear strength measurements for Hole 992A. Leg Site Hole Core Type Section Top (cm) Bottom (cm) SBD (mbsf) Rotation angle Peak strength (kPa) Residual Vane Vane constant Spring# Spring constant Date Time Comments 164 992 A 1 H 2 74.7 74.8 2.247 29.6 21.4 -Inf RED 8.35763 478 #3 0.030852 11/6/95 4:02 PM 164 992 A 2 H 2 106.7 106.8 5.367 62.6 45.4 -Inf RED 8.35763 478 #3 0.030852 11/6/95 4:24 PM 164 992 A 2 H 3 107.8 107.9 6.878 76.7 55.5 -Inf RED 8.35763 478 #3 0.030852 11/6/95 4:33 PM 164 992 A 2 H 5 71 71.1 9.51 124.6 90.2 -Inf RED 8.35763 478 #3 0.030852 11/6/95 4:43 PM 164 992 A 2 H 6 87.6 87.7 11.176 102.2 74 -Inf RED 8.35763 478 #3 0.030852 11/6/95 4:49 PM 164 992 A 3 H 1 94.8 94.9 13.248 81.3 86.1 -Inf RED 8.35763 478 #4 0.045146 11/6/95 6:58 PM 164 992 A 3 H 2 69.2 69.3 14.492 83.9 88.9 -Inf RED 8.35763 478 #4 0.045146 11/6/95 7:02 PM 164 992 A 3 H 3 75.7 75.8 16.057 98.4 104.2 -Inf RED 8.35763 478 #4 0.045146 11/6/95 7:07 PM 164 992 A 3 H 4 83.7 83.8 17.637 131.1 138.9 -Inf RED 8.35763 478 #4 0.045146 11/6/95 7:12 PM 164 992 A 3 H 5 73.2 73.3 19.032 122.2 129.5 -Inf RED 8.35763 478 #4 0.045146 11/6/95 7:16 PM 164 992 A 3 H 6 79.2 79.3 20.592 140.4 148.8 -Inf RED 8.35763 478 #4 0.045146 11/6/95 7:20 PM 164 992 A 4 H 1 88.1 88.2 22.681 94.3 98.8 -Inf BLACK 8.449172 478 #4 0.045146 11/6/95 8:37 PM 164 992 A 4 H 2 79 79.1 24.09 97.9 102.6 -Inf BLACK 8.449172 478 #4 0.045146 11/6/95 8:42 PM 164 992 A 4 H 3 73.2 73.3 25.532 104.8 102.1 BLACK 8.449172 478 #4 0.045146 11/6/95 8:57 PM 164 992 A 4 H 4 86.6 86.7 27.16 97.4 110 47.3 BLACK 8.449172 478 #4 0.045146 11/6/95 8:51 PM 164 992 A 4 H 5 89.7 89.8 28.697 128.3 134.5 30.4 BLACK 8.449172 478 #4 0.045146 11/6/95 9:02 PM 164 992 A 4 H 6 82 82.1 30.12 77.7 81.4 11.2 BLACK 8.449172 478 #4 0.045146 11/6/95 9:10 PM 164 992 A 4 H 7 63 63.1 31.43 104.8 109.9 19.6 BLACK 8.449172 478 #4 0.045146 11/6/95 9:13 PM 164 992 A 5 H 1 83.5 83.6 32.135 69.6 84.1 10.2 BLACK 8.449172 B #4 0.052103 11/6/95 11:22 PM 164 992 A 5 H 2 65.6 65.7 33.456 68 82.3 12.1 BLACK 8.449172 B #4 0.052103 11/6/95 11:28 PM 164 992 A 5 H 3 79.7 79.8 35.097 84.3 102 14.7 BLACK 8.449172 B #4 0.052103 11/6/95 11:34 PM 164 992 A 5 H 4 81 81.1 36.61 119.9 145 28.8 BLACK 8.449172 B #4 0.052103 11/6/95 11:40 PM 164 992 A 5 H 5 75.7 75.8 38.057 110.7 133.9 23 BLACK 8.449172 B #4 0.052103 11/6/95 11:45 PM 164 992 A 5 H 6 77.8 77.9 39.578 130.8 158.2 34.6 BLACK 8.449172 B #4 0.052103 11/6/95 11:51 PM 164 992 A 6 H 1 76.3 76.4 41.563 97 117.3 35.8 BLACK 8.449172 B #4 0.052103 11/7/95 1:44 AM 164 992 A 6 H 2 93.9 94 43.239 80.6 97.5 16.1 BLACK 8.449172 B #4 0.052103 11/7/95 2:01 AM Cracked 164 992 A 6 H 2 131.6 131.7 43.616 120.6 145.9 45.1 BLACK 8.449172 B #4 0.052103 11/7/95 2:06 AM 164 992 A 6 H 3 42 42.1 44.22 136.8 165.5 66.3 BLACK 8.449172 B #4 0.052103 11/7/95 2:16 AM 164 992 A 6 H 4 69.4 69.5 45.994 104.8 126.8 50 BLACK 8.449172 B #4 0.052103 11/7/95 2:29 AM 164 992 A 6 H 5 80.9 81 47.609 118.9 143.8 50 BLACK 8.449172 B #4 0.052103 11/7/95 2:39 AM 164 992 A 6 H 6 109 36.1 48.66 106.2 163 54 BLACK 8.449172 B #4 0.052103 11/7/95 2:54 AM 164 992 A 6 H 7 36 109.2 49.391 134.8 128 21 BLACK 8.449172 B #4 0.052103 11/7/95 2:47 AM