RC-11-21-2844 334 NE 102 ST (1)f�C- 0-2-1-2Egq
TASK LABORATORIES, INC.
14241 SW 140 Street, Miami, Florida 33186 Phone: (305) 235-5355 Fax: (305) 235-8353
Field Density Test of Compacted Soils
ASTM Method: D - 2922-81
Client
RHR of Miami Inc.
Order #
T2022-072
Address
4281 SW 139u Ave, Miramar, Florida 33027
Date
7/13/2022
Project
Single Family Residence
Gauge #
34393
Address
334 NE 102" Street, Miami Shores, Florida
PO #
Test
ff
LIFT
ff
Locations
20
Final
Subgrade of of slab on grade at center area of great room
21
Final
Subgrade of of slab on grade at center area of study
22
Final
Subgrade of of slab on grade at center area of dinning roome
Description of Material 3) Light tan fine sand
Backfill =Embankment Subbase X Basecourse
Subgrade I X I Grade Building Pad
Laboratory Identification Number
T2022-072
T2022-072
T2022-072
Test Number
20
21
22
ept in inches
12
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
114.3
115.0
114.4
Field Density. Lb/Cu.Ft (Dry Basis)
104.3
104.6
103.9
Moisture Contents
9.6
9.9
10.1
Maximum Density in the Field (%)
99.0%
99.2%
98.6%
Compaction Requirement by specs
% of maximum density
98%
98%
98%
100% Maximum Density (lab)
105.4
105.4
105.4
Proctor T-180 AASHTO Method C
3/3177
3/3177
3/3177
Compaction Test Result
PASS
PASS
PASS~�
• - }`
Optimum Moisture
11.2
Remarks
OX
Tested By
E.V/M.I
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Respectfully
Aamir A. Ghori, P.E. #
\G
55538;
ATE OF
Should any subsoil conditions in the 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
Dropery or cuents ana Tor pomicwons or statements or extract Trom regarding is reservec penning ourwntten approval.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS CIA/QC INSPECTIONS ENVIRONMENTAL AUDITS
TASK 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) 235-8353
Client
RHR of Miami Inc.
Order #
T2022-072
Address
4281 SW 139"'Ave, Miramar, Florida 33027
Date
7/13/2022
Project
Single Family Residence
Gauge #
34393
Address
334 NE 102" Street, Miami Shores, Florida
PO #
Test
ff
LIFT
if
Locations
17
Final
Subgrade of of slab on grade at center area of master bedroom
18
Final
Subgrade of of slab on grade at center area of kitchen
19
Final
Subgrade of of slab on grade at center area of garage
3escription of Material 3) Light tan fine sand
3ackfill Embankment Subbase X Basecourse
5ubgrade X Grade Building Pad
Laboratory Identification Number
T2022-072
T2022-072
T2022-072
Test Number
17
18
19
Depth in Inches
12
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
114.5
114.7
114.2
Field Density. Lb/Cu.Ft (Dry Basis)
104.3
104.0
103.8
Moisture Contents
9.8
10.3
10.0
Maximum Density in the Field (%)
99.0%
98.7%
98.5%
Compaction Requirement by specs
% of maximum density
98%
98%
98%
100% Maximum Density (lab)
105.4
105.4
105.4
Proctor T-180 AASHTO Method C
3/3177
3/3177
3/3177
Compaction Test Result
PASS
PASS
PASS
' °:.
Optimum Moisture
11.2
Remarks
OX
Tested By
E.V/M.I
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Respectfully Sub �t#d''��G E'ry
0.55538
STATE OF
Aamir A. Ghori, P.E. # 5553& f I'-F t""'
Should any subsoil conditions in the property (area) tested found different from that encountered on the tested locations reported on our Density Test,
TASK LA9ORATORIES, INC. is not responsible. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential
troperry of coents ana for pumcauons or statements or extract trom regaromg is reservea penang our wntten approval.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS QA/QC INSPECTIONS ENVIRONMENTAL AUDITS
TASK LABOR4 TOR►ES, INC.
14241 SW 140 Street, Miami, Florida 33186
Proctor Compaction _Test
Client
RHR of Miami Inc.
J.Iob No: I T2022-072
Address
4281 SW 139th Ave, Miramar, Florida 33027
Report No: 13
Project
Single Family Residence
Address
334 NE 102" Street, Miami Shores, Florida
Matrix
Light tan fine sand
Source Of Material
At Job site, material for subgrade of slab on grade
Sample Location
Job Site
Sampling date
7/13/2022
Lab ID#
3177
Collected By
R.S/T.H.
Sample #
3
Analysis date
7/15/2022
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
5.2
99.4
7.6
101.2
9.3
103.7
11.2
105.4
9.7
102.5
Optimum Moisture
11.2
100% Maximum Dry Density
105.4
98% Dry Density
103.3
95% Dry Density
100.1
110.0
108.0
106.0
104.0
H
W 102.0
G
c 100.0
98.0
96.0
0.0
��v►{{11Pf}..`rFrr.
f
Respectfully Submitted, q,�. ��`, - °' ' ',` ' ° • r1 `•
TASK LABORATORIES, INe-
55538 -
IAT E OF
Aamir A. Ghori, P.E. # 55538
2.0 4.0 6.0 8.0 10.0 12.0 14.0
% MOISTURE
SOIL 8 MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS