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Latter-day-LR 950621Rone Engineers Geotechnical Consultants Materials Testing RoneEngineers. · / Drilled Pier Report | Project ~lurchase Order CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS Number I Date of Observation 6/13/95 I~eport Date 06121195 D42 1B-085 I / Building Structure I Engineer/Technician KEVI~ TUCKER N.E. Retaining Wall Piers I / SPECIFICATIONS ACTUAL Shaft ! Total Dia-meter Penetration Foot- Shaft Diameter Depth ~ta Bearing Penetration Depth No, Pier No, (in.) Depth (ft) (ft) note (in.) Stratum (ft,) (ft.) (ft,) 1 1 24 4,00 i 24 ~,0 . 4,0 12,0 2 2 24 i 4,00 24/1~,0 4,2 ~ 12,2 4,00 24 ~,0 4,4 10.4 3 3 24 / , I ' I Remarks and/or Distribution Notes: Depths are measured from top of ground surface unless otherwise specified. IPenetrati°n denotes " distance drilled into bearing stratum. / These piers are in the N.E. corner of the wall. Piers are numbered from east to westt One shaft on either side of these were started but abandoned due to proximity of utility lines. .IMITATIONS: The te~t reIu~ts pre~ented herein were Fepared ba~ed upon the II~c,f,c sample~ prowded for te~t~r~, We assume no tlipor~,bi~ty for va~let;on in quel,ty {¢.oml~ltlo~., . ip~eirence, performance, Itc.) or a~y o~her feetuce--~f similar subject matter'provided by perlOrlt ¢' conditiom over which we hive 11o contl'ol. Oul' le~terl and reportl Irl for the lXOlUlivl Ull the clients to whom they Ire addressed. c:\wpwin\forms\pier-sft.rpt-95/kjh June 21, 1995