RC-04-19-802 Comp testGEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
EG DYNATECH ENGINEERING CORP.
WWW.ICY NATECliENGINEERING.COM
Miami, July 1, 2021
Mr. Nicolas Brocherie
THE OLIVINE GROUP HOME, INC.
293 NE 61" Street
Miami, FL 33137
Re: Proposed Residence @
123 NE 991h Street
Miami Shores, FL
Dear Mr. Brocherie:
Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on
July 1, 2021 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 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 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. ,��►"""'"''.,
Sincerely yours,
Wissam Naamani. P. E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspector No. 757
Certificate of Authorization No.: CA 5491
F'
` No. 39584
-o'-. STATE OF Qz.
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GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
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MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: July 1 2021
CLIENT: THE OLIVINE GROUP HOME. LLC.
PROJECT: Proposed Residence a.,
ADDRESS: 123 NE 99 h Street Miami Shores. FL
CONTRACTOR: Latour Desien
MATERIAL DESCRIPTION: Tan sand
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
4.9
6.7
7.9
12.0
DRY DENSITY
100 -1
102.8
105.2
104.6
Optimum Moisture 9.2 Percent
100% Maximum Dry Density 106.8 lbs./cu.ft.
% Passing'/4" Sieve 96 Percent
108
106
104
102
100
98
Sampled By: WD
1 OS Led Fay: tiA�17
Checked By: ItIV lti'tSA+rkr� �•/��Ai '� h S 10 ' 12 14
C tl' ••.� E $•- q,� �.� Respectively subm ed.
As a mutual prulcction to ctirnts, lire puhIic and ourselves. all reports ��;' �' �•••'• q t! {�
arc submitted as the con fidcntial property ofelicnts, and authorisation _� �; a. 95g * ---
!•nr u A. publication of sintements. eonclusions orcxtracis from or regark t _ ►'issam aamani, P.I..
our reports is reserved pending our written appmvai- — * �)YNATECH ENGINEERING CORP.
STATE OF ; �� :171prida Reg. No. 39584
"� • F : �� : Certificate of Authorization No-: CA 5491
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GEOTECHNICAL I ENVIRONMENTAL I 14ATERML.9 TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
oEG DYNATECH ENGINEERING CORP.
1NWW.DYNATECHENGINEERING.COM
FIELD DENSITY TEST OF COMPACTED SOILS
DATE: July 1.2021
CLIENT: THE OLIVINE GROUP HOME. LLC.
PROJECT: Proposed Residence na
ADDRESS: 123 NE 991h Street Miami Shores FL
CONTRACTOR: Latour Design
Test No. I Location: East side of residence underslab
Test No. 2 Location: West side of residence underslab
Test No. 3 Location: Center of residence underslab
Test No. 4 Location: North side of residence underslab
Test No. 5 Location: South side of residence underslab
Description of Material: Tan sand
TEST NO.
1
2
3
4
5
DEPTH
12"
12"
12"
12"
12"
FIELD DENSITY
105.2
105.6
105.3
105.8
105.1
MOISTURE CONTENT %
8.0
8.4
8.2
8.7
7.9
MAX. DENSITY IN THE FIELD %
98.5
98.9
98.6
99.1
98.4
COMPACTION REQUIREMENTS
OF MAXIMUM
98%
98%
98%
98%
98%
_
100% MAXIMUM DENSITY (LAB)
106.8
106.8
106.8
106.8
106.8
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION RE QUIREMEN-1-S
* 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. �,,tttltllttlr�,r',
>��' SAAD `rrrrrr Respectfully submitted,
Tested By: WD %.4ti
Checked By: AN yt ; No. 39584
* _Wissam N amani, P.E.
-DYNATECH ENGINEERING CORP.
STATE OF = Florida Reg. No. 39584
Certificate of Authorization No.: CA 5491
fONAION
-
*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.