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Plans P t I 1, T•.'"1 ......I\ 1 \ 1\•.)1'40;31 '''''' .."" N5 1_4 \,, • ' 1 i NI 1 1 I -:\ ,6----, 0 Concrete and Re , inforcing, l'..,-al , Inotsiled in Concrete i 'ill f ( „p.,7 '.'" r---t . ../ „..,- , , Special moment-Resisting Concrete Fram - E e •; , -., c,. -7-i i • 4-, ! 0 Reinforcing Steel & Prestressing Stek2 1,cri:...sen ; , I El Structural Welding i 1.3 High-Strength Bolting 1 t i 0 Structural Masonry , i....) ; iRenorced Gypsum Concrete c 1 , A-„„ insulating Concrete Fill ; t".1....:i -s',. --I --- ....4r, 31 cr - 0 r•-; i•-. y Applied Fire-Resistive Materiels i LI ri'',.ing,s, Drilled Piers and Caissons i 1 1 i . i 1 \ -+7-: il--- - /'. XTfincial 'Grading, Excavation and Filling • t , III, ... --1 "... ...t, :e-Contro!Systerno 1 , -- \ C.iic-ivispections 4- , . : 1111 1 ' 1; ,---- --4: , IIII .--c-* 1::- 311 RE.00), I : 0 1 4-41` se 01,0%*.t 111, ii - P -c 70- 0 0 \- 7P ...• OF -a Pt 0 *S„ A/ z en •71 .0 ' 1 .... c., ..n 0 P. .474:ra,PWM,u,.,.,arsw-..,,....... .,«..,,wzr:;...,vm,.,......e.v....,.rv,s..,,ue.r.....wera,..rm:....,1,118.:...34 30e..,..,.,041,16.1ak,.,ano.»,.in.v....,a.. .,,,x<v.Mw......aawv...,< 1 %SEW—Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid t tlresen t3adrime.Tue Ma 05 15 45 09 2019 C AlmsRonWe DocumnGllACK+LOAD MSEW3&RRSSA3 Stmt Filest$Imtk_MItar-20I 1.8Es1 ` asEe "i.s..a.v�,.wvvaaat+.aeav-..,,ge_av--.*...nr.,aell+ 'v,...uewe aaama. v«...naarvr.,..anre..rer !9!"33+'..:!2-! _..,.. !.�.1,t••eavre,..z.em.s iavu+r,w.rrarvw. aseay.�wwcwv.w..a,ep7.+y>. 1. , \4`Z., 1,-i rtli>. C ECEI ED -' -t 91/z-2MAR 64 > CITY OF TI R RD BUILDING DI ISION AASHTO 2002 ASD DESIGN METHOD Rapid Soil Solutions Wall Mirafi Grid MSEW(3.0): Update# 14.972 — ... PROJECT IDENTIFICATION I Title: Rapid Soil Solutions Wall Mirafi Grid Project Number: Client: Designer: re ,as) PROFFS Station Number: ���✓' G1 N EFS wi' Description: 19244P 6 panel(-8ft)wall. ___-,,,-) 7 �`'" ' REG41�1 Company's information: 44 ��LY 15 % Name: Pacific LOCK+LOAD /,Q C. Maµ Street: CO%Forrest Armentruout 41690 Enterprise Cir.North-#221 / • "1/J7---(-) Temecula, 1/J7-„- Temecula,CA 92590 EXPIRES: : Telephone#: 661 645-4345 Fax#: 503 682-4408 E-Mail: farmentrout .wiholdings.com Original file path and name: C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3_Start lank Mirafi-201I.BEN Original date and time of creating this file: Tue Mar 05 15:42:47 2019 PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE using GEOGRID as reinforcing material. .....as v...ua .......M......riik s...ase........aa.r.. .;.wat........,,.,.,ea.rs....>..ae— ...,aa.v.,..>4av,vw,:,.m,.....,, .a+,... c....;,reser...,.+wen....>ace.v..;.u.mvv......”..,.4wer..,, Rapid Soil Solutions Wall Mirafi Grid Page 1 of 11 License number M Copyright 1998-2018 ADAMA Engineering.Inc L13L-301 102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:45:09 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3_Start Files\Blank Mirafi-2011.BB e� ,g ® wv. lutwVm3.ME Yams 3�WVM110+sewv..os3.0B BMW wm¢w me,1061.Ewe.:,,aa V�aomSEwv�x0UMW V� �e .n.0 MEW Me 0MEwdemeal0 wv�aos�uwvam10MEW v®a°MEWVea..0 MOMVas.,0macwW1 maoMEwvma.oeEwv®3ns0161V sR r SOIL DATA A r REINFORCED SOIL Unit weight, y 120.0 lb/ft 3 Design value of internal angle of friction, 4 30.0° RETAINED SOIL Unit weight, y 120.0 lb/ft 3 Design value of internal angle of friction, 4) 30.0° FOUNDATION SOIL(Considered as an equivalent uniform soil) Equivalent unit weight, y eq iv. 120.0 lb/ft 3 Equivalent internal angle of friction, +equiv. 30.0° Equivalent cohesion, c equiv. 50.0 lb/ft 2 Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka(internal stability)=0.3333 (if batter is less than 10°,Ka is calculated from eq. 15. Otherwise,eq.38 is utilized) Inclination of internal slip plane, w=60.00° (see Fig.28 in DEMO 82). Ka(external stability)=0.3333 (if batter is less than 10°,Ka is calculated from eq. 16. Otherwise,eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients(calculated by MSEW): Nc=30.14 N y=22.40 SEISMICITY Not Applicable /m 3.01.1EeW Vera=3.0 MEW Vm101.50V Van.,0 MEW Vm3.0 NEW Vm 3.OM.V®ma0 E3EEW Version 10 MEW Van*10 MEW Vera 10 SUM Va%10 MSEW Vm30141&W Vox*3.0 MEW Varian 10 MEW Vm30 MEW Vm3.0 MSEW Vm3.01EEW Vm10 MEW*10 MEW Yawn 3.0 MSEW Verson 30 MSEW Vmac10 Rapid Soil Solutions Wall Mirafi Grid Page 2 of 11 Copyright®1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present a`'Time:TueMar 0515:45:092019 C:\Users\RouWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 StartFiles\Blank Mirafi-2011.BEN VaYAol.O Rlsn 3.0 ,15:45v09 AfEWV.Nn3.OM66WVeiwlO AfER'V30 AfEWVmam30NStiWvam3.06188WVssl.OYffiWVl.0 A4i6NV30A16EWV.mu30NBEv1'Vam}OBER'V®)AMBeWVem]AB�1VV®3AY6WYa�m3.Ol6HWVum3AAlffiWVpo3.BN�WVmb30616H0.'Vsm3.0 A l A INPUT DATA: Geogrids (Analysis) DATA Geogrid Geogrid Geogrid Geogrid Geogrid type#1 type#2 type#3 type#4 type#5 Tult [lb/ft] 4700.0 5900.0 7400.0 9500.0 13705.0 Durability reduction factor,RFd 1.10 1.10 1.10 1.10 1.10 Installation-damage reduction factor,RFid 1.15 1.15 1.15 1.15 1.15 Creep reduction factor,RFc 1.66 1.66 1.66 1.66 1.66 Fs-overall for strength N/A N/A N/A N/A N/A Coverage ratio,Rc 1.000 1.000 1.000 1.000 1.000 Friction angle along geogrid-soil interface, p 21.06 21.06 21.06 21.06 21.06 Pullout resistance factor,F* 0.67•tan4 0.67•tan+ 0.67•tand) 0.67•tan4 0.67•tan+ Scale-effect correction factor, a 0.8 0.8 0.8 0.8 0.8 Variation of Lateral Earth Pressure Coefficient With Depth K/Ka Z K/Ka 0.0 1.0 2.0 3.0 Oft 1.00 0 3.3ft 1.00 Z[ft]6.6 - - - 6.6 ft 1.00 9.8 ft 1.00 9.8 13.1 ft 1.00 16.4 ft 1.00 19.7 ft 1.00 16.4 26.2 32.8 VaYnl 0 M6flVVam30 i EW*3AM6WYam3.01.�WVere3.0E1B6WVeioe3.0 NEW Ve an30MEW V.*.HEW Vence JAMEW Venice 30 m6EWY®m3AYs6WVemJ0MEW vaim30 B�wWico 10 WEN Vm,.0 USW Veon3 BIdEW Vase.ASW Vs.m30 MEW Venea31AAEWWawa 10 MEW Vmml.0 MEW Ym,.B Rapid Soil Solutions Wall Mirafi Grid Page 3 of 11 Copyright C 1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:45:09 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\BlankMirafi-201 I.BE va,vox¢wv�,>o,aswv..mvo,esev.„moasswv�3o„swv,:s,>amsv,v�vobsswv�,ios+swv�>omswv�ou�wv,.mao,+sewwm,>.or�wv�,3.oNsswv�a.o�aswv®3omsev,vm.m,3oeswv�.o.vuwv�3o Mscwv�3.oMsswv.:a,3.oxsswv.a3.omsswv�_ , r INPUT DATA: Facia and Connection (according to revised Demo 82) (Analysis) FACIA type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 2.50/1.30 ft. Horizontal distance to Center of Gravity of block is 1.25 ft. Average unit weight of block is yr=135.00 lb/ft 3 Top of wall Z/Hd To-static/Tmax Z/Hd 0.00 0.25 0.00 1.00 0.50 0.25 1.00 0.50 1.00 0.75°_ 0.75 1.00 1.00 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 To-static/Tmax Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 a (i) CRult(2) a CRult a CRult a CRult a CRult 250.0 0.31 250.0 0.25 250.0 0.31 250.0 0.18 1000.0 0.20 396.0 0.60 396.0 0.44 376.0 0.38 543.0 0.43 2938.0 0.60 543.0 0.75 543.0 0.68 522.0 0.41 835.0 0.61 4896.0 1.00 689.0 0.91 689.0 0.79 814.0 0.45 1107.0 0.77 2500.0 1.00 Geogrid Type#13) Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 a CRcr a CRcr a CRcr a CRcr a CRcr 250.0 0.31 250.0 0.25 250.0 0.31 250.0 0.18 1000.0 0.20 396.0 0.60 396.0 0.44 376.0 0.38 543.0 0.43 2938.0 0.60 543.0 0.60 543.0 0.60 522.0 0.41 835.0 0.60 4896.0 0.60 689.0 0.60 689.0 0.60 814.0 0.45 1107.0 0.60 2500.0 0.60 (1)a =Confining stress in between stacked blocks[lb/ft 1 (2)CRult=Tc-ult/Tult (3)CRcr=Tcre/Tult D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 Product Name Mira5XT Mira7XT Mira8XT MiralOXT Mira2OXT Connection strength reduction factor,RFd 1.00 1.00 1.00 1.00 1.00 Creep reduction factor,RFc N/A N/A N/A N/A N/A Rapid Soil Solutions Wall Mirafi Grid Page 4 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 i MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present pate/Time:Tue Mar 05 15:45:09 2019 C:1Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3_Start Files\Blank Miraf-2011.BEN al.30 01616W Vaem3.0N10VV®oe3olf9E Ilea..MEW V.*10 MEWVum3.o lfPEwveion10 EWVrn3.o 116WVast 10 SNEWVomlL61llWVal.1 A186WVMNY m10 ¢&Nuion10�iBBWVam3.0 MEWVeul°USW vat*3.0 MTV V.tm3.a Y6E1,71 1.01nEWv tlm3.O N86CII*10 MSEW Vas*.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) -Design height,Hd 7.80 [ft] {Embedded depth is E=1.30 ft,and height above top of finished bottom grade is H=6.50 ft} • Batter, w 5.8 [deg] Backslope, (3 0.0 [deg] Backslope rise 0.0 [ft] Broken back equivalent angle,I=0.00° (see Fig.25 in DEMO 82) UNIFORM SURCHARGE Uniformly distributed dead load is 0.0[Ib/ft 2] ANALYZED REINFORCEMENT LAYOUT: • r�— SCALE: 0 2 4 6[ft] Varve 10N6EWVmim3.OM6W Vat*10 M66WVamJ.0 UMW Yemen 30M6WVain 10 MEW VgllovIOMEW Veo10615EW Vam 30 NSEWVeeca MSEW Vt.=3.0 MEW Vet.30 M6W Yemen,0S16W Vam 10 UM VeYm3.096WVam3.01.6¢WIMP19007Vam 10MEW Veam16M6WVat*l.OM6WVet*10 467/Vao3.0 Rapid Soil Solutions Wall Mirafi Grid Page 5 of 11 Copyright®1998-2018 ADAMA Engineering,Inc'V_e..,,e.,.�.�.-.3eNSTWv_�,eM«W,�, .W —,n,,, e..srWv...,.,,e.. „mW �m .� License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:45:09 2019 C:\Users\RonWo\Doc:uments\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-2011 BEN Ye:x.30MMVwm3.0 MEV/Vaam 30 NIlNlVemn3.0 MMiWVeon0"MEW Velure 30MEW Verona 3.OM EW Veon101411MVman 30 MEW Vona].0 ANEWVaasa.MEW Vera 3016./Veion30MEW Vam30FtebWVaem30Y8EW VUJm]O AIM/Va3.0 MEWVumn 30 MEW Vavm303fffWYea 30 N3EWVaem 30 MEW Vcamt.' 7, ,. ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs=8.36,Meyerhof stress=1013 lb/ft2. Foundation Interface:Direct sliding,Fs=2.490,Eccentricity, e/L=0.0685,Fs-overturning=5.29 GEOGRID CONNECTION Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 0.65 6.00 1 5.30 4.20 4.204 5.533 1.822 0.0545 Mira5XT 2 3.25 6.00 1 5.96 4.73 4.730 3.164 2.930 0.0143 Mira5XT 3 5.85 6.00 1 7.48 10.60 10.595 2.191 6.993 -0.0022 Mira5XT OLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the specified search grid, the calculated minimum Fs is 2.186 (it corresponds to a critical circle at Xc=1.56,Yc= 13.26 and R=13.37[ft]). Version,.036EWVeaee3DMEWVao30MQW Yam.MEW Va.0MEWVerson 3OM.Venice 30MEWVamps.0186WVersos 3.0MEW Veva 30MEW Vena3.0 MEW Vaam30116EWVeam3.0 MEW Veeeo3.0NIIiWVuem3.0MfEWVenom 3°M6EW Wave,°MEEWVersa 30MEW Vaeon3.0 NEM Verso,.0 MEW Vua+30 MEM Vasa.0 Rapid Soil Solutions Wall Mirafi Grid Page 6 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present*)sib Mme: Tue Mar 05 15:45:09 2019 C:\Users\RonWo\Documents\LOCK+LOADIMSEW3&ReSSA3 Start Files\Blank Miran-2011.EEN Vex*0AISIWrv'm /Vara.1.01.160W Von101,16PWV®m3.014eEwvemenia laIrVe m3ANSEW aeon 3.0 MBflYvoonJ0 MSMV Vet.MISSY Vaplim30 61ffwVtrim3a LIAM Vera.116EVVuem 3.o NSEW vmm3u MEW Versio3.0 MEW Vemw.3.0 AISSW uJm JOAfiEW V®u3011S6wV*101.181W-Vmm30 MEWVaim3o�� BEARING CAPACITY for GIVEN LAYOUT STATIC SEISMIC UNITS (Water table does not affect bearing capacity) Ultimate bearing capacity,q-ult 8468 N/A [lb/ft 2] Meyerhof stress, cry 1013.4 N/A [lb/ft 2] Eccentricity, e 0.41 N/A [ft] Eccentricity, e/L 0.068 N/A Fs calculated 8.36 N/A Base length 6.00 N/A [ft] • • • SCALE: 0 2 4 6[ft] 'lemon 10 MSEW Vaim30M8111,ion AiEW akal.0A WVam3.O MEW Vusn301.SWV®MISEWVema3.0YPEWVnme3.0181,'AM 10 MEW vamn30M68WVaal 3.0 MEWVeim3011ZW Vwtlm301.18110, 3.0MEWVaem30 A3IIvWVnem10p15311VV*10 MEW Vn.m0.O1461Vvaam3.0A11FWV0M1033E0WVIM3.0 Rapid Soil Solutions Wall Mirafi Grid Page 7 of 11 Copyright©1998-2018ADAMA Engineering,Inc �„,n,a.WV ,ne,�EW,,..mInJAM,/ • 4M179/1*,�,CFAVI, a Wtl..-.1. m License nuumbernMLNLA301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid C:\Users\RonWo\DocumentsU ACK+LOAD\MSEW3&ReSSA3_Start Files\Blank_Mirafi-2011.BEN .ePresent Date/Time:. ad.iu Tue Mar 05 MSEW vmms15:45:10 2019 MSEW vaum3 o MSEw veesvimsEV(V'esm,0...„,, i 0 wEEp'vm.MiO MSEu'v-:m3 o MSEOtVenm3o MSEw vmm3n MSEwva.oe30MSEwV-:anl O MbEw v..vo3.0 MSEW vevm3 o MaEw vevm30MSEw v®m.3 o>3sEW Vemmso MSE0.+Vee®3 oMSEW vwm.3.OM5Ewvmmso MSEw Vmm , DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static=2.490 , # Geogrid Geogrid Fs Fs Geogrid Elevation Length Static Seismic Type # Product name lift] [ft] 1 0.65 6.00 1.822 N/A 1 Mira5XT 2 3.25 6.00 2.930 N/A 1 Mira5XT 3 5.85 6.00 6.993 N/A 1 Mira5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static=0.0685;Overturning:Fs-static=5.29 # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name [ft] lift] 1 0.65 6.00 0.0545 N/A 1 Mira5XT 2 3.25 6.00 0.0143 N/A 1 Mira5XT 3 5.85 6.00 -0.0022 N/A 1 Mira5XT 'imam 30MEW Yemen»MSEwv 3EM..,Venn.30MSEWVena.30MEW Version 30MSEW m3EMSEW verarei30M Venace 3 0 MEW Verson 3 0 MSEVI Venton3 0MffWV.nton30MSEWve:mn3OMSEWv„m30MSEo,vera',0 MSENVIesse,0M=EWVernon 30MEW V.. IOW.Ve:m30MEW v.are3oMSEW Wax=30MaEWVm.d,30 Rapid Soil Solutions Wall Mirafi Grid Page 8 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time: Tue Mar 05 15:45:10 2019 C;\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\BlankMirafi-201I.BEN Vm3ObeB%AVainjOM6W Yawn 3 OJSSSWVmJ.OMeEW Yam.MEW Veaa3.0 MEW Vm 30/MP/Van 10 MSEW V®m01111811Wan10 WMVeal.3.01188w vstlon3Ob616WVeYa.14EWV®m3 ONBEWV®JO MOWVmev.10NNW Won.0 NBEWV` 10l16WW V:.3.01,16W%um10 MSiWVmim3 O 6.214 Ye n" • t , . „ RESULTS for STRENGTH Live Load included in calculating Tmax _ # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual Elevation [lb/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product [ft] Fs-overall Fs-overall Fs-overall Fs-overall name static static seismic seismic 1 0.65 2238 532.35 N/A N/A 4.204 N/A N/A Mira5XT 2 3.25 2238 473.20 N/A N/A 4.730 N/A N/A Mira5XT 3 5.85 2238 211.25 N/A N/A 10.595 N/A N/A Mira5XT RESULTS for PULLOUT Live Load included in calculating Tmax # Geogrid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [1b/ft] [1b/ft] [ft] [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [ft] [1b/ft] Fs Fs [1b/ft] Fs Fs 1 0.65 1.000 532.3 N/A 5.69 0.31 2945.7 N/A 5.533 N/A N/A N/A 2 3.25 1.000 473.2 N/A 4.45 1.55 1497.3 N/A 3.164 N/A N/A N/A 3 5.85 1.000 211.2 N/A 3.21 2.79 462.8 N/A 2.191 N/A N/A N/A VeaYa3011SEWVm10 MEW Vein J03mW Vaam3.Y EM Vm 3.016W VmJ.0M EW Veaim3.0 MOEW Vm 30MSEW Vm 3031f8WVm30M6A'vm.S1SEWVmin/MVIVm3.0 MEW Vomit 30 MSEW Veum3011SEWVaam 30 MSEW Venison 30 M6WVm I.UMeW Vam30MSEW Val..30 M6WVm3.0 MEW Vaaa30 Rapid Soil Solutions Wall Mirafi Grid Page 9 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time: Tue Mar 05 15:45:10 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-2011.BEN Ve.a,30 MseW.ereon30 MSEWVelum 30MSEv.Eefaima30 ISM Ve 30 MSEWWawa 30 MEW Verson 30 suEWVernon 3.0MEW v m,ia MSEW v 30MEEW verso.0?NSW temn30MEEWvam,30 Maewc.,>-.,3oMEW vemoka0 MSEW I.*30Mseuvert=3u MEW 30 MEEWYemn3.0 MEW Verson 30 Msewv...m30Msswveraban, n , RESULTS for CONNECTION(static conditions) , Live Load included in calculating Tmax # Geogrid Connection Reduction Reduction Available Available Fs-overall Fs-overall Elevation force,To factor for factor for connection Geogrid connection Geogrid Product [ft] [Ib/ft] connection connection strength strength, strength strength name (short-term (long-term Tavailable strength) strength) [Ib/ft} Specified Actual Specified Actual CRult CRcr [Ib/ft] 1 0.65 532 0.91 0.60 2820 2238 N/A 5.30 N/A 4.20 Mira5XT 2 3.25 473 0.83 0.60 2820 2238 N/A 5.96 N/A 4.73 Mira5XT 3 5.85 211 0.34 0.34 1581 2238 N/A 7.48 N/A 10.60 Mira5XT "SEWVer 3oMEEW',mein30/MEW. 3oMEEWV.mon30MSEa,aam30MEvesio30,ISEW.,,=30MEWV„v,30WMWVenom30MEW Version 30MEW Yen=30MEW V>.on30MSEW Vetmo30MEW',.o,3oMEW Veram30MEW V,rt=3.011,EWVanier.30MF.V 30MEW V.z.30MEEWvenem30Mk,Version 3.0 Rapid Soil Solutions Wall Mirafi Grid Page 10 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time: Tue Mar 05 15:45:10 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-2011.BEN Vmpm3.0 NEErtake iO NEW Via 103.811A•Vum3A/164/Vm3.0A036 V Vmion3ANEEW Van*3.0 NEW Vm0c0301.1V Vm.bl3.0 NEW Vmim30 NEW Vum3.ONEW V*.11301 VmiW 10 MOW V*01.0 NEW Va.YEW Val0\WV VMS.NEW VM.o maw Vacs 14NE1,Vmien10N MV.6m10/1519,a l° GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) R For the specified search grid, the calculated minimum Fs is 2.186 • (it corresponds to a critical circle at Xc= 1.56,Ye=13.26 and R=13.37[ft]where(x=0,y=0)is taken at the TOE or Xc=67.18,Yc=1013.26 and R=13.37[ft]when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#1: y =120.00[lb/ft 3] 4, =30.0° c=50.00[Ib/ft 21 x[ft] 0.0 6.6 13.1 19.7 26.2 275.6 282.1 288.7 295.3 311.7 328.1 Y[ft] 1001.3 1001.3 1001.3 1001.3 1001.3 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 Vgm10/MEW Vm3.0NENVal•NIEXV®n3dYEWM.NEWIMA 1ffiWMM.MEW Va eta Vmmn3A148EWVmm1014EW Won.MEW Vmem3d 1ESkWVm®3.0 NEW Van*3.016130/V®10 NEWV.im 3014EWV®m3 01.1S6MVm®3.0118Ewvma3.01tlEMVmimI O AEIVV.rica 1.01•07Vm30 Rapid Soil Solutions Wall Mirafi Grid Page 11 of 11 Copyright®1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 ' MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-2011.BEN team 3o MSEW v®cn 3o MSEv*3E MSEW vma.30 MSEW Vernal0 MSEW sm30 MSEW vmm30 MSEW Verson 30 MEW`lemma.o MSEW Vernon 3.n MSEW vmm3.n MSEWVn®.,"MSEW Venus 30 MSEW Verma.E>ffW Venom 30 MEW vasm3.0 MSEW vasa,30 MSEW Vas=10 MSEWVmcm 3.OM5E,M30 MEW va.m3OMSEWvmm30,4 11 , ., • 5 panel wall=6.5ft , AASHTO 2002 ASD DESIGN METHOD Rapid Soil Solutions Wall Mirafi Grid MSEW(3.0): Update#14.972 PROJECT IDENTIFICATION Title: Rapid Soil Solutions Wall Mirafi Grid Project Number: Client: Designer: re Station Number: Description: 5 panel(-6.5 ft)wall. Company's information: Name: Pacific LOCK+LOAD Street: CO%Forrest Armentruout 41690 Enterprise Cir.North-#221 Temecula,CA 92590 Telephone#: 661 645-4345 Fax#: 503 682-4408 E-Mail: farmentrout@wiholdings.com Original file path and name: C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3_Start lank_Mirafi-2011.BEN Original date and time of creating this file: Tue Mar 05 15:42:47 2019 PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE using GEOGRID as reinforcing material. Verson 3 0MSEWVaam3PMOW Wamm10MSEWVernon 30M3EWVa:a,3oMS./Vao.,ONISEWV.mm30MSEWva.m30M3EWVan=30EISEWVa..)MSE am,30MSEWVela=30M,EWV.om30„,EWVa:e,3oM6EWVe.a,>0MSEWVernon 30MSEW va.m3o.M38W Venaon3.aM,EV„an;a,30MEW Venson30MEW Vernon 30MSEWVe.m3o IRapid Soil Solutions Wall Mirafi Grid Page 1 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time: Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank_Miraf-2011.BEN VgOm30,Sft 3.0 WHEW Verson 3.0MEW Wows 3.0 MEW Vow.>0 WHEW Wool 10 MEW Yam).0M8EWWows lOSOWS,Vmm1.016HNVersos 30 MEW Wim30MEW Vasco 3A MEW Vunm3A SUM Wawa 30b EW Eta 0 NeeWVaiw).0 MEW Vasa 3.OISEWVence,011SEW Veven MEW Vaasa 3A MEW won 0MiEW Vaasa SO SOIL DATA REINFORCED SOIL Unit weight, y 120.0 lb/ft 3 Design value of internal angle of friction, 4) 30.0° RETAINED SOIL Unit weight, y 120.0 lb/ft 3 Design value of internal angle of friction, 4) 30.0° FOUNDATION SOIL(Considered as an equivalent uniform soil) Equivalent unit weight, yea iv. 120.0 lb/ft 3 Equivalent internal angle of friction, limniv. 30.0° Equivalent cohesion, c equiv. 50.0 lb/ft 2 Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka(internal stability)=0.3333 (if batter is less than 10°,Ka is calculated from eq. 15. Otherwise,eq.38 is utilized) Inclination of internal slip plane, tp=60.00° (see Fig.28 in DEMO 82). Ka(external stability)=0.3333 (if batter is less than 10°,Ka is calculated from eq. 16. Otherwise,eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients(calculated by MSEW): Nc=30.14 N y=22.40 SEISMICITY Not Applicable Vas.30 MEW Vass.MEW Vows 3 0 HiffiW Vam30MEW Vaasa 30 MEW Vwm30 MEW Wawa 3 0 MEW Vence 30M EW Won 30 MEM Vaasa I O MEW Vam30 WSW Verses 3.0 MEW Wows]0 MEW Vann 30 MEW Wan SUM%am3.0 MEW Vam3.0 MEW Vassal l O MRV Ems 30 MEW Aka,SCREW Woos 3.0 MEW Enema0 Rapid Soil Solutions Wall Mirafi Grid Page 2 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time: Tue Mar 05 15:50:57 2019 CaUsers\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-2011.BEN Veee130 MS.v�30MEW Verson 3011SEWVem3.oMaEVYe:x=30MSEWVea,30MSEWVem3UMSEWVem 30 MEW Veaaan3.0MEW Veml.O MEW vane,3a MSEWvan,n3e1Ao-Wvan:.30 MSEWvem30E49EW*30 MCEWa103mwve:a3.0 MEW Yawn ID MEW vevn3.0 MSEWvanm30 M==wvem30MSEWVera,o♦ l , INPUT DATA: Geogrids (Analysis) DATA Geogrid Geogrid Geogrid Geogrid Geogrid type#1 type#2 type#3 type#4 type#5 Tult [lb/ft] 4700.0 5900.0 7400.0 9500.0 13705.0 Durability reduction factor,RFd 1.10 1.10 1.10 1.10 1.10 Installation-damage reduction factor,RFid 1.15 1.15 1.15 1.15 1.15 Creep reduction factor,RFc 1.66 1.66 1.66 1.66 1.66 Fs-overall for strength N/A N/A N/A N/A N/A Coverage ratio,Rc 1.000 1.000 1.000 1.000 1.000 Friction angle along geogrid-soil interface, p 21.06 21.06 21.06 21.06 21.06 Pullout resistance factor,F* 0.67•tan 4t 0.67•tan 4 0.67•tan ti) 0.67•tan(I) 0.67•tan 4) Scale-effect correction factor, a 0.8 0.8 0.8 0.8 0.8 Variation of Lateral Earth Pressure Coefficient With Depth K/Ka Z K/Ka 0.0 1.0 2.0 3.0 0 ft 1.00 0 3.3 ft 1.00 Z[ft] 6.6 ft 1.00 6.6 9.8ft 1.00 98 13.1 ft 1.00 16.4 ft 1.00 16.4 19.7 ft 1.00 26.2 32.8 -- Vas=30 MSEW Vem30lSEW vmian 30 MSEW Vernon 30 MSEW Vea®30 MSEW Veaua 3.0 MEEW Vanua 3.0 MSEW Vaa=3.0 MSEW Vanua 30 MSEW Wawa 30 MSEW Vanua 30 MSEW Ve�3Y ASEW Vmaan 30 MSEW Vance 30 MSEW v�30 BMW Verson 301{SEW Veen 30!SEW Vem3 a MSEW Vem30 MSEW Vera.30 MSEW Vem30 MS.V®en 30 Rapid Soil Solutions Wall Mirafi Grid Page 3 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time: Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\BlankMirafi-201I.BEN v.�xouesw�,xoyat v..-3.o wv�3auaewvmxowawv..,oxo u�.wv.:.o.ox+�wv�xoasewv.,mos�wv.�.xoxrsEwv�xoxsscwv..m3.o�wv.:axuu�wv..,,xouewvmexounwv.;,.xoa�wv.�xamewv..e.xouaewv.:�x.o wawv.,mxousawv..�xoaaewv.,®a . INPUT DATA: Facia and Connection (according to revised Demo 82) (may ) FACIA type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) - Depth/height of block is 2.50/1.30 ft. Horizontal distance to Center of Gravity of block is 1.25 ft. Average unit weight of block is yc=135.00lb/11 3 Top of wall Z/Hd To-static/Tmax Z/Hd 0.00 025 ; t 0.00 1.00 0.50 0.25 1.00 0.50 1.000.75 0.75 1.00 1.00 1 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 To-static/Tmax Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 a (I) CRult(2) a CRult a CRult a CRult a CRult 250.0 0.31 250.0 0.25 250.0 0.31 250.0 0.18 1000.0 0.20 396.0 0.60 396.0 0.44 376.0 0.38 543.0 0.43 2938.0 0.60 543.0 0.75 543.0 0.68 522.0 0.41 835.0 0.61 4896.0 1.00 689.0 0.91 689.0 0.79 814.0 0.45 1107.0 0.77 2500.0 1.00 Geogrid Type#13) Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 a CRcr a CRcr a CRcr a CRcr a CRcr 250.0 0.31 250.0 0.25 250.0 0.31 250.0 0.18 1000.0 0.20 396.0 0.60 396.0 0.44 376.0 0.38 543.0 0.43 2938.0 0.60 543.0 0.60 543.0 0.60 522.0 0.41 835.0 0.60 4896.0 0.60 689.0 0.60 689.0 0.60 814.0 0.45 1107.0 0.60 2500.0 0.60 (1)a =Confining stress in between stacked blocks[lb/ft 2] (2)CRult=Tc-ult/Tult (3)CRcr=Tcre/Tult D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 Product Name Mira5XT Mira7XT Mira8XT MiralOXT Mira2OXT Connection strength reduction factor,RFd 1.00 1.00 1.00 1.00 1.00 Creep reduction factor,RFc N/A N/A N/A N/A N/A vmiaunwv®,3.oumwv...xo wvwv.®3axaswv.:®aawawv..mxounvrv,.„3a uffwv.:axo�wv..-oucewv�xouscwv.,.®ousewv..o,3n,wswv.:-o.ou�wv�xo uswve..-3u u�v.,-,xa.mwv.®xo urewv..-xo.sszwv.:,.xou8wv.:-3n esEwv..,sae»uvv®.3.o Rapid Soil Solutions Wall Mirafi Grid Page 4 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-2011.BEN �xo�wv�.,xoMscv,ve;�xo�wv�xo.,scwv.�xox,sEwv„�,xousewv�x.o�wv�a.o.,sawv.:a,3.oe�wv..a,xo�wv,o,.xomsswv.,m,.x.ousevrv�x.ousswv�,xomscww®xaMSEwv.,a,xaMSEwv.�x.oMSEwv,.mxoms�,_�xomsewv.;®x.oms�v.,WaoMSFwv�,o....t , • INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) • Design height,Hd 6.50 [ft] {Embedded depth is E= 1.30 ft,and height above top of finished bottom grade is H=5.20 ft} Batter, to 5.8 [deg] Backslope, 13 0.0 [deg] Backslope rise 0.0 [ft] Broken back equivalent angle,I=0.00° (see Fig.25 in DEMO 82) UNIFORM SURCHARGE Uniformly distributed dead load is 0.0[lb/ft 2] ANALYZED REINFORCEMENT LAYOUT: • • SCALE: 0 2 4 6[ft] v.,a,xosreawv�aa masuwwv.:®ao waewvn;,�aouazwv®a,xa x®ew v.�„xo e,�aewva,m,xa msewv.�„ao mseuv�,xa bazwv.;,,,3 oaeawv�no mcewv.�xu usewv..mxo msEwv..�,xo Mcewv�,xo msEvrvm�,xo>,s�vv�xo msewv.,;m,xo mseu-v�,xn msswva�xn msswv.®�,xo s,sevv.,�,ao Rapid Soil Solutions Wall Mirafi Grid Page 5 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present(ate/Time:Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank_Mira6-2011.BEN OM9i,11�3....evVe.....eWVm.30MffWVmmu3.,eseV.iw3..e.w V®....0..v.....4WV.wv3o IIRgVam]0318HWV®m30b1YEWVatlm3 ® W 0NWVM301,1% V,m3M 0RWVMOWSWVM3.ONB8WV®en3ONIIWv..m30N680.'V vem.h MWVM011WWVweon}OMWOIV®oal0 e� I. ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs=11.04,Meyerhof stress=805 lb/ft2. Foundation Interface:Direct sliding,Fs=3.023,Eccentricity, e/L=0.0422,Fs-overturning=7.64 GEOGRID CONNECTION Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 0.65 6.00 1 6.54 5.19 5.194 5.644 2.253 0.0314 Mira5XT 2 3.25 6.00 1 6.81 5.41 5.406 2.583 4.149 0.0032 Mira5XT GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the specified search grid, the calculated minimum Fs is 2.497 (it corresponds to a critical circle at Xc=1.30,Yc= 14.30 and R=14.44[ft]). Vwam30MM Vmm30141£Wveim301.BEW VmIDMeHWVence.WSW Veim10M6HW Vs...1 MVv...30M66W lam301.36WVa.matna V®m3.168WY.m301srtWV....3 o maw ve..301.11e,.....148WVeao COMVveim3O31811ty Vum ONSEW Vmim3031S8WVence.6150Vni 30.1HEW Va.. Rapid Soil Solutions Wall Mirafi Grid Page 6 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 -...,.�n.v....,IH.W�6�_ .... .n, .Y�..n.m.�Y.......n,. .Y.....n. ,Y... .....,,...-,.,1�6...n.,...... n............. .....v.....,.WY.....n.1.FWY_ ,n.,.W uW, m,n n .�_,n�mY_ 1n .�_.n MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:50:57 2019 C:\Users\RonWo\DocumentsUACK+LOAD\MSEW3&ReSSA3 Start Files\Blank NEraf-2011.BEN Vume3o MSW mo...rya 3a MSEWVm30 MEW a30 M4EWVm30 MEW Vernon).0 MBEWVm]O MSEW Vm3o MEM Um 30 FlSEWVam 3.0 maw,*o o M66WVm34 MOW Yam, M68WVeoicn3.0 ME6WVm30 KEEWVm30Y¢WVm301.ffiWVm3.016EWV®e3A4 4 BEARING CAPACITY for GIVEN LAYOUT • STATIC SEISMIC UNITS (Water table does not affect bearing capacity) Ultimate bearing capacity,q-ult 8892 N/A [ib/ft 2] Meyerhof stress, av 805.3 N/A [lb/ft 2] Eccentricity, e 0.25 N/A [ft] Eccentricity, e/L 0.042 N/A Fs calculated 11.04 N/A Base length 6.00 N/A [ft] SCALE: 0 2 4 6[ft] Vernon 301,880/Vm3A1L360/Vm30 MSWVm3.OMSEW Vm3o MSWVerso..0MSEW Venn.0 MSEW Verson 3.0 MSEW Vm 3 o MSE.'Vaem.3.0 MSEW'', m30MSW Vme..30 MSEWVm)OMSEW tan)OMU,Vm30 MSEWVm301IS9,Vm3O MSW MO 0 MSEW Veva,A MS0/Vm3 o MEW Vm30 MSW Vm3o Rapid Soil Solutions Wall Mirafi Grid Page 7 of 11 Copyright C 1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Presear1)ate/Time: Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank_Mirafi-2011.BEN Uentan_till1 3o MSEW Vermn 30 MEW Vaem3.0NS.Veeon3u MSMVmm 3 OMSEw Veton3.0 MSM VD...0 A16EW Vmon3.0 11560.VDeon 30 MSEw Veno 30 MUD Veem30 MEW 30 MSEwVeon 3.0 MSEW Vela=30 A16EWVeen 30 MSEWVvew 30 1616EWVenin 3.0 ANEW Nnim 30 A1E69/Veem30 nlSEwVeew30/ADM Vernon 30 • DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) • Along reinforced and foundation soils interface: Fs-static=3.023 • # Geogrid Geogrid Fs Fs Geogrid Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.65 6.00 2.253 N/A 1 Mira5XT 2 3.25 6.00 4.149 N/A 1 Mira5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static=0.0422;Overturning:Fs-static=7.64 # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.65 6.00 0.0314 N/A 1 Mira5XT 2 3.25 6.00 0.0032 N/A 1 Mira5XT Verson 3OM6EWV., 0MEEwVermoe30MS.'Verson 3 0MSEW`MILD 0MSDwVerson 30AIM/Yawn 0A,6EWV. 30/OM Velum 3a!SEW Vern.3EMSFme,3EMEE Verenn3OA1EE,.Vernon 3 01.16Ew •30Ms6WVmcn30AISEa.Veare30M6EwVmon30M6EWVeem30A1EEWVereea30MSEwYe;en30MEEWVe.a,30AISMVmn.30 Rapid Soil Solutions Wall Mirafi Grid Page 8 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-201I BEN ....,10 MSEW V.l=30 MSEW Vane.0MSEW Vernon 30MSEwv.man30 MSEwVerona 30 MSEnv.:..z.0 MEW 3..ne.3.0MEEW Va;.n30 MSEW VenRon3oMseNVerson 3 a MSEW vmm30 MEFWv.em30 MSEwv.soe30MSEW Venn..eMS.Vemoe30MSE/Verac,3OM.va=30 MEW v.nae30 MSEW Yaw,0 MsewMI30 MSEWvesmon30 r'Y7 • RESULTS for STRENGTH . Live Load included in calculating Tmax , # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual Elevation [1b/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product [ft] Fs-overall Fs-overall Fs-overall Fs-overall name static static seismic seismic 1 0.65 2238 430.95 N/A N/A 5.194 N/A N/A Mira5XT 2 3.25 2238 414.05 N/A N/A 5.406 N/A N/A Mira5XT RESULTS for PULLOUT Live Load included in calculating Tmax # Geogrid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [lb/ft] [lb/ft] [ft] [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [ft] [lb/ft] Fs Fs [lb/ft] Fs Fs 1 0.65 1.000 430.9 N/A 5.69 0.31 2432.3 N/A 5.644 N/A N/A N/A 2 3.25 1.000 414.0 N/A 4.45 1.55 1069.4 N/A 2.583 N/A N/A N/A ....30MEW Vanott30MSEW Vernon JOMEW v 3 0 MEW Yemen 3MSEWv.: 0 MS.,Vento30MSEWYe:en30ANEWVeva.,30MEWV.:on30MEWV.e„30M3EW 30MEW V.stEn30MEW,..ao.,30MEW Vernon30MS.,Ve,en30M...V 3.SEWVex=3.0„S.V.nzo30MgWV.rsori30USEWV..m3oISEWVenn,30 Rapid Soil Solutions Wall Mirafi Grid Page 9 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Preset,*Date/Time: Tue Mar 05 15:50:57 2019 C\Users\RonWo\Docmnents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirnfi2011 BEN 3..,,,... .Mw,30M EW Vera,0 MEW Vavm3.0 MEW Vauon30 119EWvenin 30 MSEW Ve=3a MEW V...3.0 TIEEW am 3 o 11601vvtlon 30 TISEW Vmm 30 maw Vev,30 MSEW Vicen3.0 MEW Vamp 30 MSEW Ve on 30 M6EW%e.an 30 MSEW Ve.on30/AMY Ve.e.30Tf6E V Veeon30 AMP,Veem30 MEEw Va.en 3 a maw vamm 3� RESULTS for CONNECTION(static conditions) Live Load included in calculating Tmax a # Geogrid Connection Reduction Reduction Available Available Fs-overall Fs-overall Elevation force,To factor for factor for connection Geogrid connection Geogrid Product [ft] [Ib/it] connection connection strength strength, strength strength name (short-term (long-term Tavailable strength) strength) [lb/ft] Specified Actual Specified Actual CRult CRcr [lb/ft] 1 0.65 431 0.91 0.60 2820 2238 N/A 6.54 N/A 5.19 Mira5XT 2 3.25 414 0.64 0.60 2820 2238 N/A 6.81 N/A 5.41 Mira5XT veU30M9EffVan=301196,Va.on30W.,Ve.,30MEW Veon30MEW Vamon30ISM Veo30MSEwVaao30MEW ve.a,.AISEW,son3.OMEW Vamn30M6EW*'askora0MEW Va.a,30MEW Vesta.30ANEW Veo30WSW Verum13 011666.Val:m3aMSMVers;m30T,6EW,non30T,F/WVeraon3aT,gWVeem30M>6WVenom 30 Rapid Soil Solutions Wall Mirafi Grid Page 10 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 MSEW--Mechanically Stabilized Earth Walls Rapid Soil Solutions Wall Mirafi Grid Present Date/Time:Tue Mar 05 15:50:57 2019 C:\Users\RonWo\Documents\LOCK+LOAD\MSEW3&ReSSA3 Start Files\Blank Mirafi-2011.BEN v� .,m .a 3ouuu 33.o3,EEw�.3,0MEW.�0 MSEW E�3 �,0 WU"v3 o.++sxWV�3 o .m wVemon10hd.V l0 MEW Vent= Verne. � m30MEWVowV. >a MSEwv�30 NISEWVas=ICMEW v�]o svicewVer..3a .wv�3o ® w„e. 30MSEwV�,3D wv....30 wsEo.Vow.3 0.560,v�3n_.0, 2 GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the specified search grid, the calculated minimum Fs is 2.497 (it corresponds to a critical circle at Xc= 1.30,Ye= 14.30 and R=14.44[ft]where(x=0,y=0)is taken at the TOE or " Xc=66.92,Yc= 1014.30 and R= 14.44[ft]when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#1: y =120.00[lb/ft 3] =30.0° c=50.00[lb/ft 21 x[ft] 0.0 6.6 13.1 19.7 26.2 275.6 282.1 288.7 295.3 311.7 328.1 Y[ft] 1001.3 1001.3 1001.3 1001.3 1001.3 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 Venaen 30„EEw.asso30 Vert=3abU,V,me30NEEaverpo30 MEW Verson 3DIAS.,Vernon 3011.4, 3EM6£wVelum 30MEW Venni 3.607.V,nni%30M Vention 3.MEW V�30 AISEWVenion10/MEW V,:m3011SEwAM 0 hiSEW Vero=3 0 LISEW V�30 XISEW Vermin"M V 30 MEW Venial 30MSEW Vela=30 Rapid Soil Solutions Wall Mirafi Grid Page 11 of 11 Copyright©1998-2018 ADAMA Engineering,Inc. License number MLNL-301102 / BACK FILL ZONE ` ': ': "�' w,}_ I 1-111_`11r=t17tlI— I -iii=11 = 11 111=11 _ ;4Rn=. 1=111= 11=111=11i. III III I III=11=11I1 111 111- 111=111=1 111=1 1-I =1' `- ai). `-1 1_. iII III—III—I III-1 1_ XISTING GROUND =1I1=111=1 I 1=1 11-1 1 I I I \\ OUNDATION PAD AS SHOWN ; � • 1I1-111- 111=-111— L I°i.I ..'A :,�� . fl y. f.•:. M.'. DOTING AS SPECIFIED PLAN VIEW FOUNDATION PAD CORNER ELEVATION VIEW FOUNDATION STEPS ACING GRAVEL-3/4 CRUSHED,CLEAR or WELL GRADED ROCK WITH LESS THAN%5 FINES THRU A#200 SIEVE REV DESCRIPTION DATE n ]I'ii ii 11 a n-n u i®,olli1111a, GEO GRID " mi ii n=n= n�11=Ir SPECIFIC .11==11— II71111f11I113 ‘ _. i 1rn-,, pIiwlilllorl u-u FACING GRAVEL FOUNDATION -. 11=11=11= -11-1111= 11-11ln=it=I�l 11=11 11—i I— MIN.2'X6"(600X150mm) - LUCK ," COMPACTED TO SPECIFICATION CROSS SECTION FOUNDATION PAD RETAINING WALL SYSTEMS wwvigCSL :revil"e ufn.no ...we FOUNDATION PAD ''•01/06/12 PREPARED NI B. FOR OUR PROJECT NUMBER OUR DRAWING NUMBER FOUNDATION PAD 6"IMPERVIOUS SOIL -if =11411= n=11' 118111 -u-11=11..=11 "- n=1f1101:=11- _ lan=11-11"11_ . 11411=11,..: 11_ rGEO GRID •1111:11,=,?hn- iL Ih R1.I Mi!�:. illI":1- MISMIIIIITM. i!. REINFORCED SOIL ZONE SPECIFIED BACKFILL EMBANKMENT BACKFILL 111111•► TYPICAL 3/4"CLEAR CRUSHED GRAVEL •ti""1iglInIIryl41% (MINIMUM 12"WIDE FACING GRAVEL) '' f :::::::.• : :.:. ,:: . roigoliiimiii!.: „:::::::*:.:.!,E,.*il i.:i:i i:1. FINISHED !1.':!1.ilinIIril. GROUND 11110& 11.-�r-1 ORIGINAL GROUND li=a=1f =11-11'=11= 116.1" _ n=1!`-11'=11=111 11=11411011P11=1. 'M'•IIIII,IIrg REV DESCRIPTION DPTE 1=11=