5901 23RD DR W SEAWAY CORP 3C 2025-07-29

I M SEW--Mechanically Stabilized Earth Walls Seaway Center Lot 3C ?mew DaleTiin. Fri Oct 12 14:26:56 2007 G:kMERSOSADI.E1b300059:2.1&away Or Lot 301teid Rockery DcsiextRcinf Rockery 5',DEN ANALYSIS:CALCULATED FACTORS (Static conditions) Bearing capacity.Fs= 17.15,Meyerhof stress= 1242 lb/fi2. I Foundation Interface: Direct sliding.Fs=2.489. Eccentricity,e/L=0.1301, Fs-overturning=3.84 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overa/1 Geogrid Pullout Direct Eccentricity Product I i? Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name [ft] [ft] II resistance] break] strength] Fs Fs Fs 1 1.50 5.00 1 N/A N/A N/A 3.959 3.422 2.343 0.0854 Synteen SF..55 I2 3.50 5.00 I N/A N/A N/A 5.090 1.826 3.064 0.0384 Synteen SF,.55 ANALYSIS:CALCULATED FACTORS (Seismic conditions) I Bearing capacity, Fs= 12.64.Meyerhof stress= 1514 lb/ft2. Foundation Interface: Direct sliding.Fs= 1.590. Eccentricity,e/L=0.2264.Fs-overturning=2.21 GEOGR,ID CONNECTION I Fs-overall Fs-overall Fs-overall Geogrid Pullout II Elevation Length Type [pullout [connection [geogrid strength resistance sill resistance] break] strength] Fs Fs dreincgt Eccentricity Product Fs e/L name [ft] [ft] ft I 1 1.50 2 3.50 5.00 5.00 1 1 N/A N/A N/A N/A N/A N/A 3.235 4.189 2.237 1.202 1.563 2.248 0,1395 Synteen SF.. 0.0551 Synteen SF.,Sc aGLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) STATIC CONDITIONS:For the_specifie.dieareh grid, the calculated minimum Fs is 2.349 I (it corresponds to a critical circle at Xc=-0.60,Yc=9.00 and R=9.80[ft]), SEISMIC CONDMONS:For the_sircifierLseara_grid, the calculated minimum Fs is 1.921 (it corresponds to a critical circle at Xc=-0,60,Yc= 10.20 and R= 10.91 [ft]). I I I I . I I I II : Seaway Center Lot 3C Page 4 of 4 Copyright 01998-2004 ADAMA Engineering,Inc. License number M-IJS-0534 I ** .. . .. . . .. . .. . .. . . .