2017-06-09_REVISION - M1980244

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 6/9/2017
• Doc Name: Adequacy Review Response #2
• From: CC&V
• To: DRMS
• Type & Sequence: TR89
• Email Name: TC1
• Media Type: D
• Archive: No

Test Readings for • •
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
29 0.3846 2074.000 2064.0 4.8 4644
30 0.3996 2128.000 2118.0 5.0 4766
31 0.4198 2135.000 2125.0 5.2 4781
32 0.4393 2246.000 2236.0 5.5 5031
33 0.4589 2300.000 2290.0 5.7 5153
34 0.4791 2353.000 2343.0 6.0 5272
35 0.4987 2398.000 2388.0 6.2 5373
36 0.5187 2452.000 2442.0 6.5 5495
37 0.5409 2510.000 2500.0 6.8 5625
38 0.5600 2568.000 2558.0 7.0 5756
39 0.5794 2607.000 2597.0 7.2 5843
40 0.5996 2664.000 2654.0 7.5 5972
41 0.6204 2714.000 2704.0 7.8 6084
42 0.6408 2772.000 2762.0 8.0 6215
43 0.6590 2813.000 2803.0 8.2 6307
44 0.6795 2861.000 2851.0 8.5 6415
45 0.6999 2911.000 2901.0 8.7 6527
46 0.7199 2966.000 2956.0 9.0 6651
47 0.7402 3012.000 3002.0 9.3 6755
48 0.7614 3056.000 3046.0 9.5 6854
49 0.7793 3088.000 3078.0 9.7 6926
50 0.8000 3133.000 3123.0 10.0 7027
51 0.8205 3169.000 3159.0 10.3 7108
52 0.8405 3206.000 3196.0 10.5 7191
53 0.8593 3239.000 3229.0 10.7 7265
54 0.8793 3292.000 3282.0 11.0 7385
55 0.9004 3338.000 3328.0 11.3 7488
56 0.9208 3361.000 3351.0 11.5 7540
57 0.9393 3402.000 3392.0 11.7 7632
58 0.9600 3438.000 3428.0 12.0 7713
59 0.9807 3472.000 3462.0 123 7790
60 1.0010 3493.000 3483.0 12.5 7837
61 1.0195 3518.000 3508.0 12.7 7893
62 1.0400 3532.000 3522.0 13.0 7925
63 1.0589 3555.000 3545.0 13.2 7976
64 1.0797 3575.000 3565.0 13.5 8021
65 1.1005 3592.000 3582.0 13.8 8060
66 1.1186 3639.000 3629.0 14.0 8165
67 1.1390 3660.000 3650.0 14.2 8213
68 1.1596 3695.000 3685.0 14.5 8291
69 1.1809 3716.000 3706.0 14.8 8339
70 1.1990 3719.000 3709.0 15.0 8345
71 12198 3745.000 3735.0 15.2 8404
72 1.2403 3745.000 3735.0 15.5 8404
73 12591 3763.000 3753.0 15.7 8444
74 1.2799 3764.000 3754.0 16.0 8447
Knight Piesold Geotechnical Lab.