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HomeMy WebLinkAboutEngineering & Testing 7-11-14� 1. �r e -eral PhonLh 9S4-7$4�204 $00-848.1919� & TJb*TIMG INC. Fax 954-784-7$7,5' �6fl gYd t3ih Ave Roattpdpa BexCf1, Ft'33t(6fl /�., wVilwled-eng.svo n Client: Mai-R Const.. D967 S. Uoeeto D' Oate: Jeaf 9, 2014, �a uc4icn Ad�irsss;. rive Jensen Beach Fi 34957 Order #: 14-1923 Project; Proposed Residence Lot 612 PprM,t #.. Ci (O - 0o � Address: 10701 S. Ocean Drive, ,fertsen Beach FL Tecly; AM Area Tested: FOoti Cdrrtpnoti:on Req.: 95% Material Type: Brown Band T- .,.,. _ Proctor Method: A— D-1557 TEST LOCATION Pro a Osy, f�loiv Prott>or optimun, Depth Density /PCfPCF' V?iue MuisEure Gompaetion P85s % Fvotin #E�asf 12" Fin. 6.9 1112 114,0 10,1 99.3% Yes f Fuatin 12" FL 61 1,112.6 114.6 10.1 98.$0 Yes 3 SW Comer of Fodtinq 12" FL 91 111.7 1-144.0 10.1 98.OA/p Y es J 6 7 9 1Q 11 12, 13 14 15 Rerfiarks, See-Reversp For Disclaimer Test Performed 001Y On Top. 12,, bf-Pad Nof A Vel Legend for Elevation: PR = Proofroll 1,2,3 = 3st, 2nd, 3rd Lift RECEI V ED Submitted. by: rtL = Sopringline R = Final Lift Jot 1 KEIT-H Mg SG = Subgrade 5G = Below Grade 1 1014 BC X sesaGptlrse BOF Pert. of AT t3oEto(n of Footing Gen, p{,q�K TOP -Top of Pipe FG = Finished Grade Stale of Flr� Asi a mtAU61 pro2CG(!yn 16 46pls, (ho Pvblia And aurzelfs, aR sports ere subminetf 6s the confiOQnUJ! flcp(a6rt)(oi cflenf„ g1i=d at11110 Genctsogie rs or ex(rarjS. om Or r©cpr&ig our fepOrls is reparvsd pendino OGr written aprryai. A dgnelty JoM de(ermingfl (he rfegrC3r only, n llonslty dOOO not M-OiCe a 601 krcorin-9 GaoauRy de(oruilm Von. Aker laYing 00rman2 tar a pmot Of 90 dayb o(after h0ra they Work, Oyhr pf met6riai ba performed on