HomeMy WebLinkAboutCompaction Test • a •
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r• A►dafnan&Associates,Inc.
A rd a m a n �� 960 NW Concourse Place,349 1
Port St Lucie,FL 34986
&Associates, inc. Phone FAX(772)878-0097
Florida Certificate of Auttariration No.00005950 _
MODIFIED7 �Of� C�lQ �
Project Name: Momingside Residential Lo;s- - e ampled: 4/10/2020
Project Location: Fort Pierce,FL _ _ Sampled By: OR
File Number. 15.5434B _ _ Date Tested: 4/14&=
Criient Name: Renar Development CorP_ — ;- Tested By: RT
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105 I _._ T 2.60
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100 ... r ,•:'rr :.: r r -:- ;i I ...a i:�.., �i icy '' ,i.i:. �.i 270 0----
a 1 2 3 4 6 6 7 8 j�9 •y'1 1 a.. '-�•L•3 14 "1 i 9a 17 1.1 '19 20
SAMPLE NUMBER: 20-135 -_-_ _.. -,_.. _-_�_�,:�__.�. ��.f•�®`������p//®'`
SAMPLE DESCRIPTION: Dark Brown!ine Swid uril.l Sit: - �. �!✓�;3�'p A✓j
SAMPLE LOCATION: Lot 08
PROPOSED USE: Haase Pad -----..__..____.. .--_--•--- •��'°_ � �
Otr fetters and reports are for the exchuive lac of the client to whom Vrey arc addres<;er:;nd slia..rc!.` t•t� STl�Tt=OF
reprod=ed exeeptin M wiatout the approval of the testing laboratory-The user of our name,�v:st:.:ei—er S I �I 1
vaimanapproval.Q°tetiers and repots apply ordyto the sample taSled anf.a'Imileet!.-1d.
vr@eative of the quantifies of apparently lndentical or simPar prodt•cts,
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Ardaman Soil Nuclear Gauge Client: Project:
&Associates,Inc. Permit#2003-0083 Renar Development Corp. 113-15-66-5434B
Report Date:4/15/2020 3725 S.East Ocean Boulevard, Suite 101 Morningside Residential Lots
Port St.Lucie Branch Test Method:ASTM D 6938 Stuart, FL 34996 Fort Pierce
Florida CA No.5950
460 NW Concourse Place.Unit 1 Fort Pierce,FL
Port St.Lucie,FL 34986
Phone:772.8784072
est;ResuIts
Optimum Maximum In Place In Place Probe
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Min Comp.
Test# Of Date Proctor ID Method Classification 11%) (pcf) °/,) ( cf) (in) Compaction 11%) Remark
271 4110120 20-135 A 11.0 114.0 9.2 110.1 12 97 95 Pass
Modifiied
272 4/10/20 20-135 A -- 11.0 114:0 10.3" 109.E 12 96 95 Pass
(Modifiied
273 4110/20 20-135 r r A 11.0 114.0 11.0 109.3 12 96 95 Pass •
(Modifiied)
277 4/10/20 20-135 A -- 11.0 114.0 11.0 110.1 12 97 95 Pass
(Modifiied)
278 4/10/20 20-135 A 11.0 114.0 9.3 108.7 12 95 95 Pass
(Modifiied)
279 4/10120 20-135 I A 11.0 114.0 ! 10.9 ! 109.9 12 95 asa 95 P t'
(Modifiied) I I I I
Teat informationut
.. - ♦�..r� • ..
27 i roof nas:roouitgs Ior 95i9 jeBSDrnv urive, --- o. --- r_.Ir.7 Gt ri�r�tli}riS i.0 7Vii01l7 UI 1V'iin�ig J l:Jii:_;r nrl'9VCU! '` r3CP.
272 I Footings:Footings for 9529 Seaspiay Drive,Loi o.S"J Er id of Footirlgs
?70 Cn�lingc:Cnnrinnc fnr 2E09 C rDl ^I r-'r - nf(nn- - -•- �- t -!1 fit=: .i:.,r•i'r r... r i; -
277 Buiidin Pad Fili:House Pad for 952a Seacprraay Dive,tot 8` a�l. _1.n DTI ion o,r Pan CPni/eAr=3;p ��ncv73n6;-'-i;ech .
9 - - r- I A,.dO5O I Pdr"St.Luci2
i3c End of Ho:sse Pad
2'8 Building Pad Fill:House Pad for 9529 Seaspiay Drive,Lot 8. -1 A Top.of Pad CPN;IAC-3/M340.07396 i Tech,Port St.Lucie
SE End of House Pad
279 Building Pad Fill:House Pad for 9529 Seaspray Drive,Lot 8. -1.0 Top of Pad CPN/MC-3/M340507396/ Tech,Port St.Lucie
SW End of House Pad •
d. Remtark9
Pass:Density Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as
"Backscatter".Gauge calibration data on file with the testing agency.
AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 2
THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN(
OUR WRITTEN APPROVAL.
. Ardaman Soil Nuclear Gauge client-
project,
&Associates,In Permit#2003-0083 Renar Development Corp. 113-15-66-5434B
Report Date:4/15/2020 3725 S. East Ocean Boulevard, Suite 101 Morningside Residential Lots
Port St Lucie Branch Test Method:ASTM D 6938 Stuart, FL 34996 Fort Pierce
Flodtia CA No.5950
460 NW Concourse Piece,unit 1 Fort Pierce,FL
Port St.Lucie,FL 34988
Phone:772-878-W72
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This item has been digitally signed and sealed by Branch
Manager Dan J.Zrailack,P.E.on Apr 15,2020 using a
Digital Signature.
Printed copies of this document are not considered signed
and sealed and the SHA authentication code must be
verified on any electronic copies.
AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 2
THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING
OUR WRITTEN APPROVAL.