RC-09-21-2269 COMPACTION TESTIQ, C—Oct — 21--' AJ(e S
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASHESTOS I ROOF TESTING 1 INSPECTION SERVICES I DRILLING SERVICES
C- DYNATECH ENGINEERING CORP.
W W W. DYNATECHEN GINEERING.COM
MOISTURE —DENSITY RELATIONS OF SOILS
—PROCTOR COMPACTION TEST
DATE: April 29, 2022
CLIENT: DISTINCTIVE HOMES
PROJECT: Proposed Addition (cry
ADDRESS: 465 Grand Concourse, Miami Shores, FL
CONTRACTOR: Distinctive Homes
MATERIAL DESCRIPTION: Gray sand
SAMPLED BY: WD
TEST RESULTS
Sample Number I
TESTED BY: WD
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
5.0
6.1
7.9
12.2
DRY DENSITY
Optimum Moisture 9.2 Percent
100% Maximum Dry Density 105.8 lbs./cu.ft.
% Passing'/4" Sieve 96 Percent
107
105
103
101
99
97
Sampled By: WD j j I I I T+ j
Tested By: WD
Checked By: WN v►�►t►ltitllt►r►►►► 4 6 8 10 12 14
P�, SArAD �,ri�`�. Respectively submitted,
As a mutual protection to clients, the public and ourselves, all reports �G]; • �. E' '•. �q :_
are submitted as the confidential property of clients, and authorization 7 yt ;1
for use, publication of statements, conclusions or extracts from or regardingk r N0• 39584 '. * "Wissasn Na ani, P.E.
our reports is reserved pending our written approval. EDYNATECH ENGINEERING CORP.
STATE OF : �� Florida Reg. No. 39584
�v Certificate of Authorization No.: CA 5491
Q L
Ss�oNA--a,,,,
100.2
102.7
104.5
103.1
D
R
Y
D
E
N
S
I
T
Y
GEOTECHNICAL 1 ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
_o Ec DYNATECH ENGINEERING CORP.
W W W MYNATECHENGINEERING_ COM
FIELDMENSITY TEST OF COMPACTED SOILS
DATE: April 29 2022
CLIENT: DISTINCTIVE HOMES
PROJECT: Proposed Addition
ADDRESS: 465 Grand Concourse. Miami Shores. FL
CONTRACTOR: Distinctive Homes
Test No. 1
Location:
West side of addition footers
Test No. 2
Location:
East side of addition footers
Test No. 3
Location:
North side of addition footers
Test No.
Location:
Test No.
Location:
Description of Material:
Gray sand
TEST NO.
1
2
3
DEPTH
12"
12"
12"
FIELD DENSITY
104.2
104.6
104.4
MOISTURE CONTENT %
7.0
7.4
7.2
MAX. DENSITY IN THE FIELD %
98.5
98.9
98.7
COMPACTION REQUIREMENTS
% OF MAXIMUM DENSITY
98%
98%
98%
100% MAXIMUM DENSITY (LAB)
105.8 1
105.8
105.8
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS
sAAD
Tested By: WD `,,`�R::'�.-qf'`'% Respectfully Submitted,
Checked By: )AN
* ; No. 39584 •: * -
Wissam Naamani, P.E.
* DYNATECH ENGINEERING CORP.
:` STATE OF ; � Florida Reg. No. 39584
�1D �. `���: Certificate of Authorization No.: CA 5491
f, ss7
*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.