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 fq�Specimen No. 2
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
15 0.1620 634.000 626.0 2.0 1409
16 0.1780 660.000 652.0 2.2 1467
17 0.1910 693.000 685.0 2.4 1541
18 0.2080 728.000 720.0 2.6 1620
19 0.2240 755.000 747.0 2.8 1681
20 0.2420 788.000 780.0 3.0 1755
21 0.2570 816.000 808.0 3.2 1818
22 0.2720 842.000 834.0 14 1877
23 0.2850 862.000 854.0 3.6 1922
24 0.3010 889.000 881.0 18 1982
25 0.3200 919.000 911.0 4.0 2050
26 0.3340 936.000 928.0 4.2 2088
27 0.3490 956.000 948.0 4.4 2133
28 0.3580 970.000 962.0 4.5 2165
29 0.3830 998.000 990.0 4.8 2228
30 0.3980 1012.000 1004.0 5.0 2259
31 0.4160 1035.000 1027.0 5.2 2311
32 0.4360 1063.000 1055.0 5.5 2374
33 0.4560 1087.000 1079.0 5.7 2428
34 0.4760 1117.000 1109.0 5.9 2495
35 0.4960 1145.000 1137.0 6.2 2558
36 0.5160 1176.000 1168.0 6.5 2628
37 0.5370 1189.000 1181.0 6.7 2657
38 0.5500 1197.000 1189.0 6.9 2675
39 0.5760 1247.000 1239.0 7.2 2788
40 0.5960 1259.000 1251.0 7.4 2815
41 0.6170 1277.000 1269.0 7.7 2855
42 0.6370 1292.000 1284.0 8.0 2889
43 0.6570 1315.000 1307.0 8.2 2941
44 0.6700 1330.000 1322.0 8.4 2975
45 0.6970 1376.000 1368.0 8.7 3078
46 0.7170 1389.000 1381.0 9.0 3107
47 0.7370 1409.000 1401.0 9.2 3152
48 0.7570 1422.000 1414.0 9.5 3182
49 0.7770 1424.000 1416.0 9.7 3186
50 0.7970 1436.000 1428.0 10.0 3213
51 0.8180 1445.000 1437.0 10.2 3233
52 0.8380 1465.000 1457.0 10.5 3278
53 0.8580 1479.000 1471.0 10.7 3310
54 0.8790 1499.000 1491.0 11.0 3355
55 0.8990 1501.000 1493.0 11.2 3359
56 0.9190 1519.000 1511.0 11.5 3400
57 0.9400 1528.000 1520.0 11.8 3420
58 0.9600 1534.000 1526.0 12.0 3434
59 0.9800 1547.000 1539.0 12.3 3463
60 1.0030 1557.000 1549.0 12.5 3485
61 1.0210 1570.000 1562.0 12.8 3515
Knight Piesold Geotechnical Lab.