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5900 36TH AVE W 2025-01-06
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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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Street Name
36TH AVE W
Street Number
5900
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MSEW-- Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present WW Fime T-0ct l3 13 45;;43015 C AUsers\henry wrigh6Doewuents\MS11W FilesA,10I I LoIA26 07 Foot BGN <br /> ANALYSIS: CALCULATED FACTORS(Static conditions) <br /> Bearing capacity,Fs=10.31,Meyerhof stress=3762 lb/ftz. <br /> Foundation Interface: Direct sliding, Fs=3.077, Eccentricity,e/L=0.0533,Is-overturning-6.34 <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 23.00 4 N/A 2.05 2.07 2.073 16.586 2.370 0.0436 Miragrid 2.. <br /> 2 4.67 23.00 3 N/A 2.00 2.02 2.023 20.383 2.653 0.0322 Miragrid L. <br /> 3 7.33 23.00 3 N/A 2.25 2.28 2.276 19,208 3.008 0.0224 Miragrid L. <br /> 4 10.00 23.00 2 N/A 1.60 1.61 1.613 17.992 3.469 0.0142 Miragrid 7XT <br /> 5 12.67 23.00 2 N/A 1.87 1.89 1.885 16.835 4.090 0.0076 Miragrid 7XT <br /> 6 15.33 23.00 2 N/A 2.24 2.26 2.262 15.660 4.971 0.0026 Miragrid 7XT <br /> 7 18.00 23.00 1 N/A 2.23 2.25 2.249 14.442 6.336 -0.0009 Miragrid 5XT <br /> 8 20.67 23.00 1 N/A 2.98 3.01 3.005 13.285 8.755 -0.0028 Miragrid 5XT <br /> 9 23.33 23.00 1 N/A 4.46 4.51 4.508 12.107 14.410 -0.0031 Miragrid 5XT <br /> 10 26.00 23.00 l N/A 10.60 10.70 10.704 12.946 57.504 -0.001 l Miragrid 5XT <br /> ANALYSIS: CALCULATED FACTORS(Seismic conditions) <br /> Bearing capacity,Fs=6.59,Meyerhof stress=4706 Ib/ftz. <br /> Foundation Interface:Direct slidintt,Fs= 1.767,Eccentricity,e/L=0.1429,Fs-overturning=3.06 <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 23.00 4 N/A 1.76 1,77 1.773 10.468 1.367 0.1195 Miragrid 2.. <br /> 2 4.67 23.00 3 N/A 1.63 1.65 1.651 12.026 1.542 0.0916 Miragrid l.. <br /> 3 7-33 23.00 3 N/A 1.82 1.84 1.838 11.157 1,763 0.0676 Miragrid 1.. <br /> 4 10.00 23.00 2 N/A 1.27 1.28 1.285 10.253 2,056 0.0471 Miragrid 7XT <br /> 5 12.67 23.00 2 N/A 1.46 1.47 1.474 9.346 2.460 0.0302 Miragrid 7XT <br /> 6 15.33 23.00 2 N/A 1.71 1.73 1.725 8.397 3.050 0.0169 Miragrid 7XT <br /> 7 18.00 23.00 1 N/A 1.64 1.65 1.655 7.370 4.003 0.0071 Miragrid 5XT <br /> 8 20.67 23.00 1 N/A 2.07 2.09 2.086 6.265 5.794 0.0007 Miragrid 5XT <br /> 9 23.33 23.00 1 N/A 2.79 2.81 2.814 4.962 10.388 -0.0022 Miragrid 5XT <br /> 10 26.00 23.00 1 N/A 4.63 4.67 4.674 3.408 51.310 -0.0011 Miragrid 5XT <br /> ,,.....w.._...... ....u... _-..e.,._...........n.«. »...« ......,w.__..,........,..w...«n...,.._...,,..._....... _...u...._.um.,._....p. _...vw.. .......... ....uY.._.uw.._... <br /> Soundview Business Center Page 5 of 5 <br /> Copyright©1999-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> 1-..ie nud....• .., .-..,gn•ir._ -..a u,•uu't•�'.l:i•1.-..+4u.,.-..•-.e.....1•u{,'._.i.nv.1._i.W....k I.V4,v�..u,i,,..•..:., - •...!iu.. ...iwl.,.-.�I.e:;'x .�.1,LY..v...u:1 ...lp _ <br />
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