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1'raject Namc: Dal�1.�•in Rcsidencc\1'all � <br /> Lucation: 3'_'OG N'acc Drivc ' <br /> Project Number: 5233 � <br /> � <br /> R all\umbcr: 1 <br /> Dcsigncr: Dan Sorcnson W�e <br /> llate: 3-'_1-Oi I <br /> �y <br /> Rai=Activc Gnh Pressurc CaclLcicnl Infill= 11.14G7 ���r <br /> KaH=Activc F�rth P¢ssurt:Cnc(f¢inn NcmincJ= 0176. �' }]c <br /> Ili=N'all Hcighi= III.RII'_ Fcci �:� <br /> IIr=[ITcnivcHcight= IO.K02 Pcct HI <br /> i=[f(cctivc Sinpc= 0 DcF. ' <br /> ❑c�a=Bc��Anglc= R7 Dcg. � . I'h ' <br /> L4f=WciFhlMFacinF= I37].SRS Ih41 <br /> Ww=TmalWcight= 11070.12IMit <br /> Pa=AclivcPnrcr= 1774171 Ib�fl <br /> Fe=Vcnical Fa¢c= GOfi?54 Ib/(1 <br /> Fli=llmm�nmlFarcc= ILG7.4N1 167t <br /> Fr=RcsistanttFosc= 41]?.SR2 Ibrli r � <br /> Internal Design Calculations (STA7'IC) F� <br /> Section 0 <br /> GmFrid Crn�rid GrngriJ Len�th Tensilr Fnrce Allnwa6lr Ln�d Faclor tiatery Futor tidetc Frt1nr Safeq� Eilicienry <br /> Numher Elevilion Orrrstrtss Pullout Block Pulloul Snil <br /> 7 A 9.53 � 7.$p 4i.61 Ih�� N%9.33 Ih'll 51.'_3 42.77 19.NN 3 <br /> 6 A R.16 ft 7.S p 77.54 Ih'It 14N9.33 IhRt 2F.NI ?SA7 2?A2 5 <br /> 5 A (�99II 7.Sf� IIG.3 Iblll ianv.�s min 19.1 17.39 ?L68 A <br /> 4 A S.T_ n z::n 155.07 Ib�ll 14N9.33 Ih�ll 144I 13.55 21.SN 10 <br /> 3 A -0.45 � 7.511 I�J.N4 Ib/(1 IAR9.73 Ib/fl IIS2 11.'_5 24.45 IS <br /> ] A 3.IF fl 7.S It 21?.GI Ih�ll 14%H.33 Ih'll 9.G 971 27.32 16 <br /> 1 A IAI it 7.511 °RI.52 1h�11 WA9.3J Ibill 3.N4 3.0? 14.09 39 <br /> Base Rcinforcement <br /> GmFrid Gen4rid Geogrid LrnCth Allae�ahle Load Toe 6enQth Bue Drplh Told Bue <br /> Numhrr Elc��a�ion Eitansion LenFth _ .` <br /> �9 G j <br /> N.A. N.A. N.A. N.A. 0.3i h OS ii 2.13 fl O Qf Q UI�� , <br /> ABrall�2000 V.3]Allm Block Cmponfian <br />