2012-02-28_REVISION - M1980244 ‎(69)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 2/28/2012
• Doc Name: VOL 5, Appendix B: Part 2
• From: CC&V
• To: DRMS
• Type & Sequence: AM10
• Email Name: TC1
• Media Type: D
• Archive: No

Geosynthetic Interface Test - ASTM D 5321, Method B
300mm Shear Device, 8.0 in x 8.0 in. Insert
Valley Leach Facility - Cripple Creek & Victor
Smith Williams Consulting
Project No. DV108 -130.7
SWTP -99 vs 80 mil Text HDPE vs. Overliner (Composite)
7200 psf Normal Stress 14400 psf Normal Stress 21600 psf Normal Stress 28800 psf Normal Stress
Horiz. Horiz. Shear Shear Horiz. Horiz. Shear Shear Horiz. Horiz. Shear Shear Horiz. Horiz. Shear Shear
Displ. Displ. Force Stress Displ. Displ. Force Stress Displ. Displ. Force Stress Displ. Displ. Force Stress
inches mm lbs psf inches mm lbs psf inches mm lbs psf inches mm lbs psf
1.568 39.827 1380 2141 1.558 39.573 2960 6615 0.846 23.495 5270 11813 1.456 36.982 5540 12465
1.590 40.386 1370 2125 1.581 40.157 2940 6570 0.870 24.105 5250 11768 1.476 37.490 5530 12443
1.611 40.919 1380 2141 1.604 40.742 2930 6548 0.892 24.663 5210 11678 1.497 38.024 5540 12465
1.634 41.504 1380 2141 1.625 41.275 2930 6548 0.916 25.273 5170 11588 1.519 38.583 5540 12465
1.654 42.012 1380 2141 1.659 42.139 2930 6548 0.939 25.857 5150 11543 1.543 39.192 5540 12465
1.687 42.850 1380 2141 1.692 42.977 2920 6525 0.960 26.391 5110 11453 1.565 39.751 5530 12443
1.721 43.713 1370 2125 1.726 43.840 2880 6435 0.984 27.000 5080 11385 1.598 40.589 5520 12420
1.756 44.602 1380 2141 1.759 44.679 2860 6390 1.007 27.584 5030 11273 1.631 41.427 5480 12330
1.787 45.390 1370 2125 1.791 45.491 2840 6345 1.030 28.169 4990 11183 1.663 42.240 5460 12285
1.821 46.253 1360 2109 1.825 46.355 2820 6300 1.054 28.778 4970 11138 1.697 43.104 5450 12263
1.853 47.066 1370 2125 1.859 47.219 2800 6255 1.077 29.362 4960 11115 1.731 43.967 5440 12240
1.887 47.930 1370 2125 1.891 48.031 2790 6233 1.101 29.972 4920 11025 1.764 44.806 5420 12195
1.918 48.717 1380 2141 1.923 48.844 2770 6188 1.124 30.556 4890 10958 1.797 45.644 5400 12150
1.952 49.581 1380 2141 1.955 49.657 2770 6188 1.146 31.115 4870 10913 1.834 46.584 5380 12105
1.985 50.419 1380 2141 1.988 50.495 2760 6165 1.170 31.725 4840 10845 1.865 47.371 5350 12038
2.019 51.283 1400 2172 2.019 51.283 2760 6165 1.193 32.309 4790 10733 1.897 48.184 5330 11993
2.052 52.121 1420 2203 2.052 52.121 2760 6165 1.218 32.944 4760 10665 1.929 48.997 5330 11993
2.086 52.984 1420 2203 2.085 52.959 2740 6120 1.241 33.528 4740 10620 1.964 49.886 5330 11993
2.119 53.823 1430 2219 2.117 53.772 2730 6098 1.265 34.138 4720 10575 1.997 50.724 5320 11970
2.153 54.686 1450 2250 2.149 54.585 2720 6075 1.289 34.747 4700 10530 2.028 51.511 5300 11925
2.185 55.499 1460 2266 2.183 55.448 2720 6075 1.312 35.331 4680 10485 2.060 52.324 5280 11880
2.221 56.413 1460 2266 2.216 56.286 2700 6030 1.360 36.551 4660 10440 2.093 53.162 5280 11880
2.253 57.226 1480 2297 2.252 57.201 2710 6053 1.406 37.719 4640 10395 2.125 53.975 5290 11903
2.288 58.115 1480 2297 2.284 58.014 2710 6053 1.454 38.938 4620 10350 2.158 54.813 5270 11858
2.320 58.928 1500 2328 2.318 58.877 2720 6075 1.500 40.107 4600 10305 2.191 55.651 5240 11790
2.354 59.792 1490 2313 2.351 59.715 2720 6075 1.546 41.275 4570 10238 2.226 56.540 5230 11768
2.386 60.604 1500 2328 2.387 60.630 2710 6053 1.593 42.469 4550 10193 2.259 57.379 5220 11745
2.420 61.468 1510 2344 2.418 61.417 2720 6075 1.641 43.688 4530 10148 2.291 58.191 5200 11700
2.450 62.230 1510 2344 2.451 62.255 2720 6075 1.688 44.882 4500 10080 2.323 59.004 5200 11700
2.484 63.094 1510 2344 2.485 63.119 2730 6098 1.735 46.076 4470 10013 2.358 59.893 5200 11700
2.515 63.881 1530 2375 2.518 63.957 2740 6120 1.780 47.219 4430 9923 2.391 60.731 5200 11700
2.548 64.719 1530 2375 2.549 64.745 2760 6165 1.827 48.412 4410 9878 2.424 61.570 5190 11678
2.579 65.507 1530 2375 2.582 65.583 2780 6210 1.873 49.581 4390 9833 2.458 62.433 5170 11633
8/7/2007 Knight Piesold and Co. 108 -130 -7 Cripple Creek rev 2