RC-02-21-466 COMPACTION TESTg-cam. I l" L l 4
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
_o EC' DYNATECH ENGINEERING CORP.
WWW DYNATECHENGINEERING.COM
Miami, November 30, 2021
Mr. Meir Fellig
CENTURY BUILDERS & RESTORATION
1414 Lenox Avenue
Miami Beach, FL 33139
Re: Proposed Renovation @
10626 NE 11 " Court
Miami Shores, FL
Dear Mr. Fellig:
Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on
November 30, 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
�11�11111111f���
`���1`•PM.SAA D ��+�rfrrrr
* ; No. 39584
y=
.p STATE OF
4.:
•• NAL
���Ilftlil[I111ti���,1
GEOTECHNICAL I ENVIRONMENTAL I MATERULLS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
_Q EC DYNATECH ENGINEERING CORP.
W W W.DYNA.T ECHEr4GINEERING.COM
MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: November 30.2021
CLIENT: CENTURY BUILDERS
PROJECT: Proposed Renovations t`ea. _
ADDRESS: 10626 NE I Ith CourtMiami Shores. FL
CONTRACTOR: Century Builders
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
4.1
5.8
7.5
12.1
DRY DENSITY
100.2
103.1
105.3
104.8
Optimum Moisture 9.2 Percent
100% Maximum Dry Density106.8 lbs./cu.ft.
% Passing'/a" Sieve 96 Percent
Sampled By: WD
Tested By: WD
108
106
104
102
100
98
Checked By: WN ■�■��tltI1111t1r�1r�• 4 6 8 10 12 14
,��,,■■� SAA D N� ••.f,,F
5Q. '• jC E Ns'• 9 '' Respectively submitted,
As a mutual protection to clients, the public and ourselves, all reports %E ] ' � ,
are submitted as the confidential property ofelients. and authorization ► AV No. 39584 ed •''
for use, publication of statements, conclusions orextracts from or regar4 ?—Wissam aamani, P.E.
our reports is reserved pending our written approval. — * PYNATECH ENGINEERING CORP.
.p STATE OF r�� Florida Reg. No. 39584
� = Certificate of Authorization No.: CA 5491
0 R 1O""'�{v�
D
R
Y
D
E
N
S
1
T
Y
2
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
�j
�Kmw EC DYNATECH ENGINEERING CORP,
WWW.DYNATECHENGINEERING.COM
FIELD DENSITY TEST OF COMPACTED SOILS
DATE:
CLIENT:
November 30.2021
CENTURY BUILDERS
PROJECT:
ADDRESS:
Proposed Renovations (a. _
10626 NE 1 Ph Court. Miami Shores, FL
CONTRACTOR: Century Builders
Test No. 1
Test No. 2
Test No. 3
Location: East side of interior underslab
Location: Center of interior underslab
Location: West side of interior underslab
Test No. Location:
Test No. Location:
Description of Material: Tan sand
TEST NO.
1
2
3
DEPTH
12"
12"
12"
FIELD DENSITY
105.2
104.9
105.6
MOISTURE CONTENT %
7.0
6.8
7.4
MAX. DENSITY IN THE FIELD %
98.5
98.2
98.9
COMPACTION REQUIREMENTS
% OF MAXIMUM
98%
98%
98%
100% MAXIMUM DENSITY (LAB)
106.8
106.8
106.8
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■�1►SAAD �.q%`F�� Respecth.illy submitted,
z-
S
Tested By: WD _
Checked By: WN yt ; No. 39584 ti ,
= issarn amani. P.E.
EDYNATECH ENGINEERING CORP.
.Q STATE OF Florida Leg. No. 39584
Q; • F 0 Certificate of Authorization No.: CA 5491
���r►rr r I I I I n t►►►►
*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.