RC-06-20-1293-0 TERMITEx�C fro-1��IZ,�13 -o
V Solution Pest Control
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PRE TREAT SOIL TREATMENT FOR TERMITE
AS REQQIRED BY FLORIDA BUILDING CODE (FBC) 104,2.6
1'T SOLUTION PEST CONTROL
18619 SW 107TH AVE MIAMI, FL 33157
PHONE: -3L� 5-3 si5-5015
FAX; 305-253-8630
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Address of:treatment or fotlblock of treatment
APPLICATOR...: fiLf.SgAjCb
D to Time
IIIIIIDACLOPRI FIPRdNIL
PRODUCT USED CHEMICAL USED ACTIVE INGREDIENT)
CENT CONCENTRACTION AREA TREATED I CI ARE FEET)
E)n 1� r�vi a
NUMBER OF &LONS APPLIED
LINEAR FEET TREATED
STAGE OF TREATMENT F O L E06 \ 01yI 6 Ci f-S1 r ] f !-e, cam:_
(HORIZONTAL, VER T iCAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA)
ASPER 104.2.E-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL
EXTERIOR TREATMENT SHALL BE COMPLETED. PRIOR TO FINAL BUILDING APPROVAL.
IF THIS NOTICE IS FOR THE FINAL: EXTERIOR TREATENT, 4NITIAL AND DATE THIS LINE
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
DYNATECH ENGINEERING CORP.
W W W.DYNATECHEN GINEERING. COM
MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: March 8. 2021
CLIENT: SERVILACON CORP.
PROJECT: ProRosed Addition Q_
ADDRESS: 135 NW 91" Street. Miami Shores. FL
CONTRACTOR: Servilacon Co .
MATERIAL DESCRIPTION: Tan sand w/rock
SAMPLED BY: WD TESTED BY: WD
TEST RESULTS
Sample Number 2
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
4.8
5.6
7.4
10.9
DRY DENSITY
Optimum Moisture 8.6 Percent
100% Maximum Dry Density 121.4 lbs./cu.ft.
% Passing V Sieve 85 Percent
Sampled By: WD
Tested By: WD
115.1
117.9
120.3
119.5
123
121
119
117
115
113
Checked By: WWN ttitllsl+rrrr�r- 4 6 8 10 I2 14
SA AD
'wt. ��• ............
• Respectively submitted,
As a mutual protection to clients, the public and ourselves, all reports -;7 : �.� 'Ff'�•••y r p�
are submitted as the confidential property of clients, and authorization
For use, publication of statements, conclusions or extracts from or rega@ngk N0.39584 ; * '�Wissam aamani, P.E.
our reports is reserved pending our written approval. * EDYNATECH ENGINEERING CORP.
STAB OF : t� = Florida Reg. No. 39594
•-- Certificate of Authorization No.: CA 5491
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GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING l ASBESTOS I ROOF TESTING l INSPECTION SERVICES l DRILLING SERVICES
�� DYNATECH ENGINEERING CORP.
WWW.DYNATECHENGINEERING.COM
FIELD DENSITY TEST OF COMPACTED SOILS
DATE: March 8.2021
CLIENT: SERVILACON CORP.
PROJECT: Proposed Addition 2. _
ADDRESS: 135 NW 91" Street, Miami Shores. FL
CONTRACTOR: Servilacon Corp.
Test No. 6 Location: North side of west addition underslab
Test No. 7 Location: Center of west addition underslab
Test No. 8 Location: South side of west addition underslab
Test No. Location:
Test No. Location:
Description of Material: Tan sand w/rock
TEST NO.
6
7
$
DEPTH
12"
12"
12"
FIELD DENSITY
120.6
120.3
120.1
MOISTURE CONTENT %
7.4
7.1
7.0
MAX. DENSITY IN THE FIELD %
99.3
99.1
98.9
COMPACTION REQUIREMENTS
% OF MAXIMUM DENSITY
98%
98%
98%
100% MAXIMUM DENSITY (LAB) 1
121.4 1
121.4
1 121.4
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPAC:UON RE iJIKEN LN 17
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4,ti�tiL,
Tested By: WD �.�,..-•••"••-•., .,
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Respectfully Submitted,
Checked B WN .■`■��
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r
,
* : No. 39584 *
-
is atn . aainani, P.E.
* —
DYNATECH"ENGINEERING
STATE DF 4
Florida Reg. No. 39584
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a•"r`t ' 4-'
Certificate of Authorization No.
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CORP.
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 hearing 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.