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5900 36TH AVE W 2025-01-06
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Last modified
1/6/2025 3:28:40 PM
Creation date
12/18/2024 2:51:38 PM
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36TH AVE W
Street Number
5900
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--------------------------------------------------- <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Everett <br /> Plesenl DselI"ane:Mon]un 27 07:44:24 2022 C:\Usm\g".co*m\Documenh\MSEW+\So®dview Evcmu•Vans 3 and 5.11ENp <br /> -vsa..--vv-vs--,m...v-..� <br /> ANALYSIS: CALCULATED FACTORS(Static conditions) <br /> Bearing capacity,Fs=7.39,Meyerhof stress=3087 Ib/ft2. <br /> Foundation Interface: Direct sli ' FS=4.717 E centrici =0.0949 Fs-overtumin =3.92 <br /> GEOGRID CONNECTION <br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product <br /> # Elevation Length Type [pullout [connection (geogrid strength resistance sliding e/L name <br /> [ft] [ft] # resistance] break] strength] Fs Fs Fs <br /> 1 2.00 8.00 4 N/A N/A N/A 5.122 11.446 5.249 0.0730 20XT <br /> 2 3.33 8.00 4 N/A N/A N/A 11.321 21.867 5.668 0.0601 20XT <br /> 3 4.67 8.00 4 N/A N/A N/A 12.t93 19.870 6.158 0.0483 20XT <br /> 4 6.00 8.00 4 N/A N/A N/A 13.258 17.969 6.730 0.0378 20XT <br /> 5 7.33 8.00 4 N/A N/A N/A 14.408 15.934 7.411 0.0285 20XT <br /> 6 8.67 8.00 4 N/A N/A N/A 15.851 13.938 8.245 0.0203 20XT <br /> 7 10.00 8.00 4 N/A N/A N/A 17.535 11.918 9.272 0.0133 20XT <br /> 8 11.33 8.00 4 N/A N/A N/A 19.079 9.612 10.583 0.0075 20XT <br /> 9 12.67 8.00 4 N/A N/A N/A 20.902 7.370 12.332 0.0028 20XT <br /> 10 14.00 8.00 4 N/A N/A N/A 23.905 5.444 14.752 -0.0007 20XT <br /> 11 15.33 8.00 4 N/A N/A N/A 28.527 3.643 18.382 -0.0031 20XT <br /> 12 16.67 8.00 4 N/A N/A N/A 35.668 1.848 24.601 -0.0043 20XT <br /> 13 18.00 12.00 4 N/A N/A N/A 28.591 7.294 57.218 -0.0032 20XT <br /> ANALYSIS: CALCULATED FACTORS (Seismic conditions) <br /> Bearing capacity,Fs=3.72,Meyerhof stress=4349 lb/ft2. <br /> Foundation Interface:Direct slidinu.F =2.939 Eccentricity.e/L=0.2125 Fs-overtumin =2.12 <br /> GEOGRID CONNECTION <br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product <br /> # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name <br /> [ft] [ft] it resistance] break] strength] Fs Fs Fs <br /> 1 2.00 8.00 4 N/A N/A N/A 4.526 7.697 3.292 0.1665 20XT <br /> 2 3.33 8.00 4 N/A N/A N/A 8.937 12.638 3.573 0.1391 20XT <br /> 3 4.67 8.00 4 N/A N/A N/A 9.668 11.551 3.906 0.1141 20XT <br /> 4 6.00 8.00 4 N/A N/A N/A 10.557 10.506 4.298 0.0918 20XT <br /> 5 7.33 8.00 4 N/A N/A N/A 11.551 9.400 4.771 0.0719 20XT <br /> 6 8.67 8.00 4 N/A N/A N/A 12.803 8.303 5.359 0.0542 20XT <br /> 7 10.00 8.00 4 N/A N/A N/A 14.302 7.193 6.096 0.0391 20XT <br /> 8 11.33 8.00 4 N/A N/A N/A 15.828 5.935 7.057 0.0263 20XT <br /> 9 12.67 8.00 4 N/A N/A N/A 17.711 4.682 8.372 0.0157 20XT <br /> 10 14.00 8.00 4 N/A N/A N/A 20.695 3.560 10.247 0.0075 20XT <br /> 11 15.33 8.00 4 N/A N/A N/A 25.371 2.471 13.172 0.0015 20XT <br /> 12 16.67 8.00 4 N/A N/A N/A 33.056 1.327 18.432 -0.0022 20XT <br /> 13 18.00 12.00 4 N/A N/A N/A 20.197 3.651 45.893 -0.0029 20XT <br /> Soundview Everett Page 5 of 5 <br /> Copyright 0 1998-2021 ADAMA Engineering,Inc. License number MSEW-401072 <br />
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