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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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Address Document
Street Name
36TH AVE W
Street Number
5900
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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Da,e ji, e: Thu Feb 09 13:57:27 2017 C:\Users\henry-wright\Documenls\MSEW Files\4011 LnL\36 Foot Tiered.BEN <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> type#1 type#2 type#3 type#4 type#5 <br /> Tult [lb/ft] 4700.0 5900.0 9500.0 13705.0 20559.0 <br /> Durability reduction factor,RFd 1.10 1.10 1.10 1.10 1.10 <br /> Installation-damage reduction factor,RFid 1.10 1.10 1.10 1.10 1.10 <br /> Creep reduction factor,RFc 1.58 1.58 1.58 1.58 1.58 <br /> Fs-overall for strength N/A N/A N/A N/A N/A <br /> Coverage ratio,Rc 1.000 1.000 1.000 1.000 1.000 <br /> Friction angle along geogrid-soil interface, p 24.00 24.00 24.00 24.00 24.00 <br /> Pullout resistance factor,F* 0.80•tar� 0.80•tanp 0.80•tanp 0.80•tanp 0.80-tanp <br /> Scale-effect correction factor, a 0.8 0.8 0.8 0.8 0.8 <br /> Note:Z for calculating K/Ka and F*is measured from roadway surface(FHWA-NHI-10-024). <br /> Variation of Lateral Earth Pressure Coefficient With Depth <br /> Z K/Ka K/Ka <br /> 0.0 1.0 2.0 3.0 <br /> 0 ft 1.00 0 <br /> 3.3 ft 1.00 Z[ft]6.6 <br /> 6.6 ft 1.00 <br /> 9.8 ft 1.00 <br /> 13.1 ft 1.00 9.8 <br /> 16.4 ft 1.00 16.4 <br /> 19.7 ft 1.00 <br /> 26.2 <br /> 32.8 <br /> ,.....,m.r...-vwr...».uv.....ro..m.vv�. wun.�,•v.....,ura.n...,.mr..�.,..w.,n....erc.,.,.....�,•w.......,m�......wa«....,..oa..,...�.r,�.wr....•w.......Na.....u,ns..�...v.x..... <br /> Soundview Business Center Page 3 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> 1.rUNLLc1�WW[( ►1/1MLi,.�11M1111[i,��A1Yi1,,'�/�YJ '}M��IMI{i.l�l .. Lqr11J�.i.{�1.7{IY{K1111�MIIK'K.11�INWLYf'��1aJ41{l'l��ul4{�farl�,1_MMll,r]EMLL; . <br />
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