HomeMy WebLinkAboutFIELD DENSITY TESTDederal Motile.- 964-7U-2941
'sting waikaa a „ 37n N *itAiielit3ezo�kibtcl Fe , :ttsri` e
Field- Density Tdsts-0 Compacted Soil's Method D;608'
Project: Proposed Residence Lot 40, Creek
side
Dafe July31, 2019
Address; 8740 Cobblestone Drive, Fort Pierce, FL <Qrder # 19DR552
Area Tested Buildtg Pad Permit_#;
Material Type: Brown Sand Tech: RP
Chenti D.R. Horton, Inc.
Address: 1430:Culver Drive NE o
� Cornpaeftori Req.: 95 /o
1 Palm Bav,, FL 32907 ;n__ — _ a . _.._ A ems•,•. • — _
Test
#
--
! TEST LOCATION
Probe
ProbePifi
El&.
Moist
rc
��
Density
PC
.vVlil
Proctor
-Value
PCF
Ivivu IVU.
Optimum
Moisture
. n.v,r Iva L"
I;JU t`
Compaction
Pass .
1
SE Corner of 80ding Pad,
T_
12"
'FL
10.7
105:8
106:0
12.0
99:8°ye
Yes,
2
3
N_ Corner of Building. Pad
Cittntar of Building Pad
i
i
12"
12'
FL
FL
9A
10.0
106.0
105.2
106.0 ,
106.0
12`:0
12.0
100.0%
99,2%
Yes
Yes '
SCAN I
6
!
St
Lucie
7
8
10
11
12
14
Remarks:
see Reverse sirtoi Mena 9 -f'21 fn AA.araa_v::,
-�- - -. - •,•• •-•••+,.......w. rr�ru:ir�nuu7� [Vr NISGt9tiri@G �\g.' • •. • • •' r t f j�
This is a Compaction Test ont on the tap 12" of the` add and is>nc I a vecifiication of S i r
Legend Tor Elevation: �.�,' �T, y'
PR = Procotroll 1.2 3 1st; 2n i, 3rd Lift Submitted by. A("
, 0C it`
SL Springfine FL = Finals Lift Keith Leala
SG _ Subgrade. BG =-Below Grade, Federal E it5�e€t�t' & Tesi t { f
BC = Basecourse BOF = Bottom of Footing
n9 9
g Florida Reg. Nt�89 4/
TOP = Top of Pipe FG Finished Grade Certificate of Airt�9 : � t l - �1�� .\� Asa, mutual p teotton to clients the public and: ourselvoa, att reports are submitted as the conlidenttal property of clients,. end authci'rt{�s��{��,ig�manfs;
conclusions dr extracts; from or regarding our reports is reserved pending our virlden approval. A density test determines the degree of mot $'
material only. I A density dues: not replace a soil bearing capacity determination. Theso density tests do not cartify lhe, underlying soft materiels steel layar of
The results do not preclude or guarantee that future settlement and cracking will not occur. A,soilboring test,ts'requirdd Wing soil
that eri s b;arl oils of eel struit the
Proposed stricture without setdentent. it no soil borings have been pertarmed to verify, the underlying: stalls, we recommend that soil borings be performed to evaluate the
suitability of'tdiug underlying sail to support the 076"sedL structure. Alter tayfngdarmant for a period of 9D daysar after heavy rain(siorms, retesting must be performed on this
work:
JED
'ounty
PAGE 1 of 2