DENSIY REPORT 2022GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
Ec DYNATECH ENGINEERING CORP.
WWW.DYNATECHENGINEERING.COM
Miami, August 15, 2022
Mr. Miguel Perez
SERVILACON CORP.
7213 NW 46 Street
Miami, FL 33166
Re: Proposed Addition
9509 North Miami Avenue
Miami Shores, FL 33150
Dear Mr.: Perez
Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on
August 13, 2022 at the above referenced project. DEC was authorized to perform a compaction
test only. The purpose of our test was 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 perform supervision
and certification of the building pad preparation. This is not a pad certification. Our reports must
be provided to all involved parties for their approval.
Our findings are relative to the date and areas of our site work and should not be relied upon to
represent conditions on other areas or dates. Any subsequent site disturbances due to water
erosion, rain, storm gutters discharging at footings, construction activities, excavations,
overgrown, vegetation, traffic and other disturbances will void this test and the site must be re -
compacted and re -tested prior to construction.
Environmental analysis of the soil materials is not art of the scope of services. If environmental
analysis of the soils is required, we can provide proposal for performing an environmental
analysis of the soil materials. No other analysis is implied or warranted.
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 results. It has been a pleasure working with you and
look forward to do so in the near future.
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Sincerely yours,
�iaamru�i, P, E. No. 39584 * "
DYNATECT I ENGFNEERTNG CORP.
Florida Reg. No. 39584 _'p STATE OF
Special Inspector No. 757 's��p�;.,.,e•` Q R 1�p ,: y- V %
Certificate of Authorization No.: CA 5491 '��,r '3+ �yNl t ,S
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GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
c DYNATECH ENGINEERING CORP.
VNWW.DYNATECHENGINEERING.COM
MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: August 15. 2022
CLIENT: SERVILACON CORP.
PROJECT: Proposed Addition
ADDRESS: 9509 North Miami Avenue Miami Shores. FL 33150
CONTRACTOR: SERVILACON CORP.
MATERIAL DESCRIPTION:_ Light brown sand with rocks
SAMPLED BY: WD TESTED BY: WD
TEST RESULTS
Sample Number 1
The 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 ASTM D-1557.
% MOISTURE DRY DENSITY
4.9 117.2
6.0 120.7
7.4 122.5 125
11.8 121.8
J 123
1 121
Optimum Moisture 9.2 Percent
100% Maximum Dry Density 123.4 lbs./cu.ft. 119
% Passing V Sieve 86% Percent
117
115
Sampled By: WD
Tested By: WD
Checked By: WN ��►'SA
t t 111 t u+ V 4 6 8 10 12 14
,,,••'�, SAAD Nq'�•.,,
�.` Gj�• • �jC E NSE .�-- Respectively subT4 m
As a mutual protection to clients, the public and ourselves, all reports -�J �,�
are submitted as the confidential property of clients, and authorization ••�
Na. 39584 -�
for use, publication of statements, conclusions or extracts from or regardalg* ' iSSPn1 i a Bill, P.E.
our reports is reserved pending our written approval. = * �)YNATECH ENGINEERING CORP.
STATE OFFlorida Reg. No. 39584
Certificate ofAuthorization No.: CA 5491
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GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
aEc DYNATECH ENGINEERING CORP,
WWW.DYNATECHENGINEERING.COM
FIELD DENSITY TEST OF COMPACTED SOILS
DATE:
August 15, 2022
CLIENT:
SERVILACON CORP.
PROJECT:
Proposed Addition
ADDRESS:
9509 North Miami Avenue Miami Shores FL 33150
CONTRACTOR: SERVILACON CORP.
Test No. I
Location: East side of addition underslab
Test No. 2
Location: West side of addition underslab
Test No. 3
Location: North side of interior underslab
Test No. 4
Location: Center of interior tmderslab
Test No. 5
Location: South side of interior underslab
Description of Material: Light brown sand with rocks
TEST NO.
1
2
3
4
5
DEPTH
12"
12"
12"
12"
12"
FIELD DENSITY
122.1
122.4
122.8
122.6
122.3
MOISTURE CONTENT %
7.0
7.2
7.7
7.4
7.2
MAX. DENSITY IN THE FIELD %
98.9
99.2
99.5
99.4
99.1
COMPACTION REQUIREMENTS
% OF MAXIMUM
98%
98%
98%
98%
98%
100% MAXIMUM DENSITY (LAB)
123.4
123.4
123.4
123.4
123.4
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS
* Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior
to construction. ,�t►IIII II1rr,,,�
`t`�,•�P�,SAAD grrrrr' Respectfully submitted,
-:.-�� ��cFNsf••:�y
Tested By: WD IA�I
Checked By: WN ,E ; No. 39584
* -'Wissam Naamani, P.E.
5DYNATECH FNGINEERING CORP.
.p STATE OF •:� Florida Reg. No. 39584
'.��Q• �F4 �;�p�,� Certificate of Authorization No.: CA 5491
*A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination.
A soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all
reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is
reserved pending on our written approval.