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1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
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1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
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Last modified
2/1/2022 2:59:04 PM
Creation date
5/5/2021 11:01:10 AM
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Address Document
Street Name
E MARINE VIEW DR
Street Number
1622
Tenant Name
WHOLE SITE
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•Cn#�e1.:1KV'Rti�wn3°N.Yfk :amxa€%C#aR'3;aa+n kWN.Yxmw '8 xbvi�R�xtxmstaezFMA".k'k+4zBEY`S�.xce 9z d.wr�.w §'Y'k Lm,�.-.. KF�c iwx,u4 TrSkraa+Y?'4&e'k.,awru. Seta Cnp:WFw�{tit�.�,&'�Yp�a ,«wzTf_�:a++aaB. i 14hE?$L *•�,a Y•<q <br />MSEW -- Mechanically Stabilized Earth Walls Riverview <br />t,irss 0 a+w I i.'wx F' Nim . Y 09:42 h6 2C: i Y �C;h�:ea lnixs: Tl:.ili i�.:,,iGa���i9�? .,i+�i'•(1£; LL �' BEN <br />.:,, .,,, „ .. ..:..:. ....: , <br />INPUT DATA: Geogrids <br />(Analysis) <br />D .A. 'T A <br />Geogrid <br />Geogrid Geogrid <br />Geogrid <br />Geogrid <br />taedl <br />typp d2 tyog;#3 <br />type #4 <br />tyne <br />Tult [lb/ft] <br />5000.0 <br />Durability reduction factor, RFd <br />1.10 <br />Installation -damage reduction factor, RFid <br />1.05 <br />Creep reduction factor, RFc <br />1.58 <br />N/A N/A <br />N/A <br />N/A <br />Fs -overall for strength <br />N/A <br />Coverage ratio, Re <br />1.000 <br />Friction angle along geogrid-soil interface, p <br />21.33 <br />Pullout resistance factor, F* <br />0.80.tar� <br />N/A NIA <br />N/A <br />N/A <br />Scale -effect correction factor, a <br />0.8 <br />Variation of Lateral Earth Pressure Coefficient With Depth <br />Z K / Ka <br />0 ft <br />LOO <br />3.3 ft <br />100 <br />6.6 ft <br />:1,A0 <br />9,8 ft <br />11100 <br />13.1 ft <br />1.00 <br />16.4 ft <br />1.00 <br />19.7 ft <br />1.00 <br />0.0 <br />0 <br />Z �R) 6.6 <br />9.8 <br />16.4 <br />26.2 <br />32.8 <br />K / Ka <br />1.0 2.0 3.0 <br />C;otsyKight(C, 1 �-2016 A DAM A 1W:cense nu bor LNL-301)(Y) <br />
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