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HomeMy WebLinkAboutEngineering & Testing 7-11-14� 1.
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e -eral PhonLh 9S4-7$4�204
$00-848.1919�
& TJb*TIMG INC. Fax 954-784-7$7,5'
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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
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