FIELD DENSITY TEST 2023TASK LABORATORIES, INC.
14241 SW 140 Street, Miami, Florida 33186 Phone: (305) 235-5355
Field Density Test of Compacted Soils
ASTM Method: D - 2922-81
Fax: (305) 23"353
Client
Tony Lopez
Order #
T2023-223
Address
1035 NE 96th Street, Miami Shores, FL. 33136
Date
12/6/2023
Project
S.F.R. (Pool Cabana)
Gauge #
34393
Address
1035 NE 96th Street, Miami Shores, FL. 33136
PO #
N/A
Test
0
LIFT
if
Locations
1
Final
Subgrade of Cabana for Slab on Grade; SW area at North side of House
2
Final
Subgrade of Cabana for Slab on Grade; NE area at North side of House
Description of Material Brown fine sand with Pieces of Rocks
Backfill Embankment Subbase Basecourse
Subgrade X Grade Lj Building Pad
Laboratory Identification Number
T2023-223
T2023-223
Test Number
1
2
Depth n Inches
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
114.6
115.2
Field Density. Lb/Cu.Ft (Dry Basis)
104.2
1 104.2
Moisture Contents
10.0
10.2
Maximum Density in the Field (%)
98.9
99.1
Compaction Requirement by specs
% of maximum density
98%
98%
100% Maximum Density (lab)
105.4
105.4
Proctor T-180 AASHTO Method C
1/3567 1
1/3567
Compaction Test Result
PASS
PASS
Optimum Moisture
11.2
Remarks
O.K
Tested B
E.V/M.I
Checked B
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Respecffully
rf
I d,
o, 55538 .
TATE QF
Aamir A. Ghori, P.E. # 55538
Should any subsoll conditions in she property (area) tested found different from that encountered on the tested locations reported on our Density Test,
TASK LABORATORIES, INC. is not responsible. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential
property or cuents ana for puoncayons or statements or extract from regaramg is reserveo penoing our written approval.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS QA/QC INSPECTIONS ENVIRONMENTAL AUDITS
TASK LABORA TOR/ES, INC.
14241 SW 140 Street, Miami, Florida 33186
Proctor Compaction Test
Client
Tony Lopez
Job No:
T2023-223
Address
1035 NE 96th Street, Miaini Shores, FL. 33136
Report No:
I
Project
S.F.R. (Pool Cabana)
Address
1035 NE 96th Street, Miami Shores, FL. 33136
Matrix
Brown Fine Sand with Pieces of Rocks
Source Of Material
At Job site, material being used for Subgrade
Sample Location
Job site
Sampling date
12/6/2023
Lab ID#
3567
Collected By
E.V./T.H.
Sample #
1
Analysis date
12/5/2023
Checked By
M.I
Analysis By
E.V/R.S
Approved By
M.I
TEST - RESULTS
The following compaction test conducted in accordance with the standard/Modified Methods for Moisture Density Relations
of soil using a 10 lb. Hammer and 18" drop AASHTO designation T-180 & ASTM D-1557.
% MOISTURE
DRY DENSITY
5.0
98.3
7.7
100.8
9.4
103.7
11.2
105.4
12.8
102.0
Optimum Moisture
11.2
100% Maximum Dry Density
105.4
98% Dy Density
103.3
95% Dry Density
100.1
Respectfully Submitted,
TASK LABORATORIES
Aamir A. Ghori, P.E. #
108.0
106.0
104.0
�: 102.0
w 100.0
c
0 98.0
96.0
94.0
0.0
off` yn" �•
No. 5553-0
STATE' F
�• �F //�r�
2.0 4.0 6.0 8.0 10.0 12.0 14.0
% MOISTURE
SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS
0
N a voif
1IN
Termite Strike L.LC
Peet Control
D.A.C.S Bureau of Entomology & Pest Control
License #JB271111
Dade (305) 926-5825 Termitestrikellc@yahoo.com
CERTIFICATE OF PRE -CONSTRUCTION SOIL TREATMENT
Certificate No.- (201ZS —At
Property Owner: T\ta S, y LA'ptE-L—
Builder Company:
Treatment performed at: L ❑ 3S
Legal description {if available]
Footing application
2V Slab application
❑ Final {perimeter} application
THIS CERTIFICATE IS GOOD ONLY FOR ONE KIND OF APPLICATION
Total square foot treated Date of treatment:
Common name of pesticide:►-���Q
z(01(Zen
Solution applied at: O,'Ofo % Quantity of solution applied: _ lb CJ.=!!t�
Operator: YEYS- ON Rodriguez JI=96- 7795
Signature of licensee or Agent:_,
Certified pest control operator:
Date:
JF267725
EDUCATION —PREVENTION HYGIENE
"A NEW CONCEPT ON PEST CONTROL TECHNIQUES"