HomeMy WebLinkAboutEngineering & Testing 8-8-14250 SW 131h Ave Pompano Seach, FL 33069
Client: Mel-k 99struction Gate, .Jai! 302014
Address: 10967 S. 'Oceerr Drive, Jensen Beach FL. 34957 Order #: 14-2097
Project: Pmoosed Residence Lot 612 Permit #:
Address: 10701 S. Ocean Drive Jensen Beach, FL '—' _—.-
Tech: AM
Area Tested: _qg(ling Pad
COMPaction Req., 96%
Materiat Type: Brown Sand W/Some Rock Proctor Method: ASTM.a^1a57
Test
TEST LOCATION
Probe
Depth90
Elev,
Moist'
0-Ty
Dansity
Proctor
Value
Optimum —
Moisture
Compe�ction
Pass
PO
Pep
°!o
1
NE.Cornerof Pad
12"
FL
8.6
112.4
114.0
10.1
98.6°!d
Yes
2.
Center of Pad
12"
FL
7.0
110.9
114,0
10A
97.3%
Yes
3
SVtd Carn@r of Pad
12"
FL
9.4
113.3
114.0
10.1
99.4%
Yes
4
6
6
7
#3
9
10
11
12
13
14
Remarks: See ReVerSe For Disclaimer Test Pe! fotrned QnI C)n To 12" Of lead * gA' 'a on dr rin
90l
;Lt cend for Elevation:
PR = Proptroll 1,2,3 = 1 si. 2nd. 3rd Lift Submitted by:—
.SL « Springline FL = Plnai Lift
SG = Subgrade SG T Below Grade
siQn�l �
BC = Besecaurse BOF � Gottorri Of Ftxoting Ct , q&b;s aQhg
TOP;; Top of Pipe FIG = Finlshed Grade
As s muluai pr>aWOon to cfien% trte public and our eiys$, eN repor i ors subm&d as the cnntloorr-Wa! prppeny of cficpts, end blh i 1 (1 f1ubl�rtydn of siai�ments,
C6nGjuaiO rtS Or extf3cts from 0' regarding our cnpong Is ref mNod pending Wr written 'vntlrovai. A density t"t dotermines the degma of rompaq q, of ;ha t63led 1a}[r q('malerla}
only.. A dgnphy does not rcpWce a soli bearihs capeciiy dett2rrrgnaiion. Alter taytng dormant for s perivd.o( �JA days ar shear heLvytainfstorms. retesting must W laye rvrm t
thrs work.
"Crt_'r F'IVED AUG 08 2014
i'�t