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 Specimen No. 2
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
62 1.0410 1575.000 1567.0 13.0 3526
63 1.0620 1595.000 1587.0 13.3 3571
64 1.0820 1598.000 1590.0 13.5 3578
65 1.1030 1598.000 1590.0 13.8 3578
66 1.1230 1614.000 1606.0 14.0 3614
67 1.1440 1621.000 1613.0 14.3 3629
68 1.1570 1633.000 1625.0 14.5 3656
69 1.1840 1640.000 1632.0 14.8 3672
70 1.2230 1663.000 1655.0 15.3 3724
SpecimenParameters for •
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 6073.600 7144.000
Moisture content: Dry soil+tare, gms. 5896.700 5896.700
Moisture content: Tare, gms. 0.000 0.000
Moisture,% 3.0 21.2 21.2
Moist specimen weight, gms. 6073.E
Side Length, in. 8.00 8.00
Area, in.' 64.00 64.00
Height, in. 4.50 3.27
Net decrease in height, in. 1.23
Wet density, pcf 80.3 130.0
Dry density, pcf 78.0 107.3
Void ratio 1.1610 0.5710
Saturation, % 7.0 100.0
Test Readings for Specimen No. 3
Normal stress= 10000 psf
Strain rate, in./min. =0.01
Fail. Stress = 7936 psf at reading no. 69
Horizontal Shear
Def.Dial Load Load Strain Stress
No. in. Dial lbs. % psf
0 0.0000 6.000 0.0 0.0 0
1 0.0080 233.000 227.0 0.1 511
2 0.0150 367.000 361.0 0.2 812
3 0.0240 466.000 460.0 0.3 1035
4 0.0320 560.000 554.0 0.4 1247
5 0.0410 635.000 629.0 0.5 1415
6 0.0480 684.000 678.0 0.6 1526
7 0.0570 761.000 755.0 0.7 1699
8 0.0630 809.000 803.0 0.8 1807
9 0.0720 876.000 870.0 0.9 1958
10 0.0810 934.000 928.0 1.0 2088
11 0.0990 1042.000 1036.0 1.2 2331
12 0.1160 1150.000 1144.0 1.5 2574
13 0.1320 1233.000 1227.0 1.7 2761
14 0.1510 1322.000 1316.0 1.9 2961
15 0.1670 1404.000 1398.0 2.1 3146
Knight Piesold Geotechnical Lab.