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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 Date rime: Thu Feb 09 14:24:05 2017 C:\Users\henry wright\Documents\MSEW Files\4011 LnL\26.67 Foot Tiered BEN <br /> v ,�vn_wv�_�o��sEwv ,�o��:sw v��oM:Ew v. oM:Ew vm oMsswv �o MSEwv �oHSEw v��,vo.rsEwv�.�osEw vm..�o:Ewv �.a MSEwvo.�,�ovs�vv a:Ew v..�,oM:Ew v., oM:Ew vmn�� �•.�NH.....-..wux...-t.to.v.:1...�.�.._'-_�.. <br /> i <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> tune#1 type#2 type#3 type#4 type#5 <br /> Tult rlb/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, cc 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 0 K/Ka <br /> 0 ft 1.00 <br /> 0 .0 1.0 2.0 3.0 <br /> 3.3 ft 1.00 Z[ft]6.6 <br /> 6.6 ft 1.00 <br /> 9.8 ft 1.00 9.8 <br /> 13.1 ft 1.00 <br /> 16.4 ft 1.00 16.4 <br /> 19.7 ft 1.00 <br /> 26.2 <br /> 32.8 <br /> Vwiw/OYYYVV.wN 11.�IIIWfYwrNMM� NV4rIY��NMYVf N4k►Vww11MM�V.I�NMII N > N •Y1w�NMYt�Ln�11Mt�Vw..YNYNw1o��1>WR\ W1'\ti�1/Y1111Yti�1141{i'V'w�1/bfYCw�NWrr>'Y'�• <br /> Soundview Business Center Page 3 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> lt�.iCYG'Y'varslOY('Y":�::1Yw•..r�cllirA''u.a>91:tY'VsaN v:CY'�• <br />
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