RC-09-22-2275 Engineering Ltrs 10560 NE 2 CtGEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
1 . , DY�NATECH ENGINEERING CORP.
WWWDYNATECHENGINEERING,COM
ti, ,VF E f-, I I '17 0
CLIENT: luan VaZqU07. INVOICE 95518
PINECREST GROUP INC. PHONE: 786-3167-9200
18672 SW 93 Court
Cutler Bay. FL-'33 157-7952 FAX:
PROJECT.- Proposed Addition ALT PHONE
JOB ADDRESS: 10560 NE 2 Court E-MAIL: pinecrestgroup,,c bells —
Miami Shores, FL 331 138
j�r - Oq - ?? - Z?7-15
Service
Description
Qty
Amount
I >t
()tic Pr,rtc I c`t ami rke 1)cnsil) 'I est for Underslab on
300.00
No�cwhcr IT 2c1l.2-1
J r,
Total $300.00
750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INPO(dDYNATECHENGINEERING,COM
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES 1 DRILL114G SERVICES
t; o�c DYNATECH ENGINEERING CORP.
WWW.IDYNATECHENGINEERING.CC)I'%*I
Miami, November 17,2022
GROUP, INC.
18672SW Q.3`� Colirt
Proiro.wd Addition (i-"
10560 NE 2"" Court
Nfiarni Shores. Ft. ' )3 138
Dear Mr. Vazquez:
Pursuant to your request, Dynatech 14'noincerincy Corp. (DEC) performed a Compaction Test on
November 17, 2022 at the above referenced prqject. DEC was authorized to perfonn a
compaction test only, The purpose; of our test \vas to determine the degree of compaction of the
tested layer of material only. In no way shall a compaction test replace a demucking inspection,
soil bearing capacity determination, or a pad certification. A soil boring test must be performed
by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils
below test levels must be verified to prevent future settlements. (DEC) was not authorized to
perf'orin supervision and certification of the building; pad preparation. This is not a pad
certification. 0or report,-, ii'mst be provided to all involved parties for their approval.
0n- I-Andings are relative to the (late and areas of our site work and should not be relied upon to
1,1101'eWill. on other areas or dates. Any subsequent site disturbances due to water
s .,tonn atitters discharoing at footing ' construction activities. excavations,
must be re -
traffic and other disturbances will void this test and the site n
confsacted and re -tested prior to construction.
t'nviroamental analysis of the soil materials is not part of the scope of services. If environmental
analysis of the soils is required, we can provide a proposal for performing an environmental
analysis of the soil materials. No other analysis is implied or war -ranted.
As a mutual protection to clients, the public and ourselves, all reports are submitted as the
confidential property of clients, and authorization for use, publication of statements, conclusions
or extracts from or regarding our reports is reserved pending our written approval.
Enclosed find copies of the compaction test re-AdtS. It has been a pleasure working with you and
look for %vard to do so in the near ftiture.
Sincerely Yours,
L&A
V,nNYSsan i1. 1)
f)YNA'J-I'.,"Cl I F.NUlN1:.`.HRlNG CORP
-is p No. 757
.ertiiicate o I'A Ulliorization No.: CA 5491
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No.39584
:a STATE OF 144
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GECITECH N ICA.L. ; ENVIRONMENTAL l MATERIALS TESTING 1 ASBESTOS I ROOF TESTING I INSPECTION SERVICES l DRILLING SERVICES
_DEC
DYNATECH ENGINEERING CORP.
MOIST"URE-DENSITY .RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: November 17, 2022
CLIENT: PINE('1ZI ST GR0U;P. INC.
1lai-71�1:45: 10560 NI: "' Court. Vliami Shores. FL,
l '4�"I`R.- C C OIZ: 111ttecrest (iroul). Inc. -
.i" '�I�;`�;(';;1E'"C C(3N: Tan send
.'. vI PI. LD BY: W D TESTED BY: WD
'ITEST RESULTS
Sample Number 1
17he following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a
10 lb. Hammer and an 18" drop AS'UM D-1557.
% MOISTURE DRY DENSITY
5.6 100,1
6.7 103.8
7.4 105.1 108
11.1 104.8
106
104
10639 lbs.isu.fil 102
sicve 96 Ycrccn4
100
98
Sampled By w-D
rested By: u'D
Checked By W1ti ,',1,tt� 10 14
.•���yQ jC•EHS '` Respectively submitte ,
As a mutual protection to clicm, the public and ourselves_ all report, N,
are submitted as the contsdcnliai property of clicnts, and authorir311011 = �; . No_ 39554 .• �
for use:, publication u1'statemcnts, convlutsions or rxtracts frdml or regardutg* r ISSam N�inani, �PE.
our repurt_s is reserved pending our urn wn approval. _ * g7YNATECH ENGINEERING CORP.
,p STATE OF = Florida Reg. No. 39584
r 4� Certificate of Authorization No.: CA 5491
OR 110
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G Y�:OJ'kiCHNI AI„ 1 EN'v tRONII-1EN`t'AL ; MATEM A.L.S TESTING I A-98ESTOS I HOOF TESTING I INSPECTION SERVICES DRILLING SERVICES
,.tow
�1 '0 U E Cl °NATECH ENGINEERING CORP.
pi tRIWW.r%YNATr—'CHENGINEERING.COM
FIELD DENSITY TEST OF COMPACTED SOILS
DATE: November 17
CLIENT: PINECItES`l' GROUP. INC.
PROJECT: Proposed Addition
ADDRESS: 10560 NE 2nd Court. Miami Spores, FL
CONTRACTOR: Pinecrest Grot.tp. Inc..
Test No. I Location: Last side of south addition underslab
I-esi No. ? L.ocatlon: Center of'south addition undersl
i est No. 3 LocationWest side of south addition underslab
1,octttioll: East side ol`south addition underslab
Ioocc dll ,n: West side ol'south addition underslab
1 cl'iptuon of Material: Tan sand
TEST NO.
1
?
3
4
5
DEPTIJ
12"
12,'
12"
12„
12"
FIELD DENSITY
1052
104.9
105.6
105.3
105.8
MOISTURE CONTENT
7.1 6.8
7.4
7,1
7.7
MAX. DENSITY IN 'I'I-IE FIELD %
98.4
98.1
98.8
98,5
99.0
COMPACTION REQUIREMENTS
% OF MAXIMUM
98%
98%
98�'r'o
98%
98%
100% MAXIMUM DF..NSITY (LAB)
106.9
106,9
106.9
106.9
106.9
RF MARKS: ALL . \ B 0 V E TEST R FISULTS C0N4P1.;Y WITH COMPACTI ON RE UIREMENTS
I'i. ,... ruotc t :,s nt3t a jtacl cur ii i <ttitu . ,1 soil horing Inttst ; e herlornic l to detcr nilw subsoil conditions below the tasted compaction layer prior
cons'rucllon, '0wilttllttiirlf',
��,•�'. SHAD �'�f.Respectfully submitted.
B K t No. 39584
�Iissarnmarai, P.E.
z;DYNA7'ECH E-NGINFERlNG CORP.
STATE OF :' .- i lorida Reo. No. 39584
p ,�`� lip .- �y{cr`.• Certificate of Authorization No.: CA 5491
`'';l5SOf - 111NAL"Nx.��``
*A density test determines the degree of unnpacnon of the tested Iayerof mate ial unit, to no way shah a density lust replace a soil bearing capacity determination.
A soil baring test must be provided by client, prior to construction to verify subsoil conditions_ As a mutual protection to the ciiems, the public wd ourselves, all
reports are submitted as the confidential property of clients, and authorization fnr publication t;t SGttenlc'stt conclusions or extracts from or regarding our reports is
reserved pending oil our written approval.