FIELD DENSITY TEST 2023Location:
1190 NE 100"' Street
Date: 12-06-23
Owner:
Levy Residence
Weather: Clear
Architect:
DN'A
Temperature: 70'
Contractor:
Blanco Design+Bui€d
Permit No.:
r•; .
Page: 1 of 1
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Structural Field Report #1
OBSERVATIONS
On site to review the Contractor's work.
The following items were observed during the site visit:
• Reviewed foundation reinforcement. Foundation reinforcement is acceptable to be epoxy doweled into
existing foundations. Reinforcement is in conformance with the approved construction documents.
• Reviewed masonry wall dowels. Reinforcement is in conformance with the approved construction
documents.
• Reviewed concrete column dowels. Reinforcement is in conformance with the approved construction
documents.
-End of Report-
Photo(s): No
COPIES TO.
File
REPORT BY:
BCC ENGINEERING, LLC
Christian Aquino, P.E., S.I., FRSE
Florida License #74647
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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: November 22. 2023
CLIENT: BLANCO DESIGN + BUILD. LLC.
PROJECT: Proposed Addition
ADDRESS: 1190 NE 100th Street, Miami Shores. FL
CONTRACTOR: Blanca Design + Build, LLC.
MATERIAL DESCRIPTION: Gray 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
6.3
5.9
11.3
DRY DENSITY
100.1
102.6
104.1
103.6
Optimum Moisture 9.2 Percent
100% Maximum Dry Density105.8 lbs./cu.ft.
% Passing 1/4" Sieve 16 % Percent
107
105
103
101
99
97
Sampled By: WD
Tested By: WD
Checked By: WN WD
4 6 8 10 12 14
�.� t�Q', ••......... '9 f.� Respectively submitted,
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yam, •'�
* No.39584 * 1ss
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization STATE OF
for use, publication of statements, conclusions or extracts from or regardity� Cv Wissam Naamani, P.E.
our reports is reserved pending our written approval. :���1►•'• �C 0 R I'D �w,' DYNATECH ENGINEERING CORP.
S;oNA���? Florida Reg. No. 39554
,,/I"'I+I111tlltOj1 Certificate of Authorization No.: CA 5491
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GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
fo'Ee DYNATECH ENGINEERING CORP.
W W W.DYNATECHENGINEERING. COM
FIELD DENSITY TEST OF COMPACTED SOILS
DATE: November 22.2023
CLIENT: BLANCO DESIGN + BUILD. LLC.
PROJECT: Proposed Addition
ADDRESS: 1190 NE 100th Street, Miami Shores. FL
CONTRACTOR:, Blanco Design + Build. LLC.
Test No. 1 Location: East side of south footer
Test No. 2 Location: West side of addition footer
Test No. 3 Location: North side of addition footer
Test No. 4 Location: East side of addition footer
Test No. 5 Location: West side of addition footer
Description of Material: Gray sand
TEST NO.
1
2
3
4
5
DEPTH
12"
12"
12"
12"
12"
FIELD DENSITY
104.2
104.6
103.9
104.4
104.0
MOISTURE CONTENT %
7.1
7.4
6.8
7.2
6.6
MAX. DENSITY IN THE FIELD %
98.5
98.9
98.2
98.7
98.3
COMPACTION REQUIREMENTS
% OF MAXIMUM
98%
98%
98%
98%
98%
100% MAXIMUM DENSITY (LAB)
105.8
105.8
105.8
105.8
105.8
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. .1,1j111t1111I���11���,
SAAD Nq.4�•',r, Respectfully submitted,
* ; No. 39584 * =
Vissam Naamani, P.E.
* -97YNATECH ENGINEERING CORP.
.p STATE OF Florida Reg. No. 39584
'• �, �- Certificate of Authorization No.: CA 5491
Tested By: WD �'�rD��' • Q R tp.`��
Checked By: WN NAI-�-����
'ell 1illnitll''�
*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.
2