RC-11-21-2844 Soil Test 334 NE 102 StTASK LABC RATORI ES, INC.
14241 SW 140 Street, Miami, Florida 33186 Phone: (305) 235-5355
Field Density Test of Compacted Soils
ASTM Method: D - 2922-81
ecl- II -zi - yN
Fax: (305) 235-8353
Client
RHR of Miami Inc.
Order #
T2022-53
Address
4281 SW 139th Ave. Miramar, FL. 33027
Date
4/21/2022
Project
S.F.R.
Gauge #
34393
Address
334 NE 102nd Street, Miami Shores, FL.
PO #
N/A
Test
LIFT
Locations
6
Final
Subgrade of Continuos footing; East side; South area
7
Final
Subgrade of Continuos footing; South side; West area
8
Final
Subgrade of Continuos footing; South side; East area
9
Final
Subgrade of Continuos footing; Center area; South area
10
Finall
Subgrade of Continuos footing; Center area; North area
Description of Material Light Gray fine sand with Pieces of Limestone fragments
Backfill
Embankment
Subbase
Basecourse
Subgrade
X
Grade
Building Pad
Laboratory Identification Number
T2022-53
T2022-53
T2022-53
T2022-53
T2022-53
Test Number
6
7
8
9
10
Depth in inches
12
12
12
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
115.5
116.1
116.3
115.7
115.3
Field Density. Lb/Cu.Ft (Dry Basis)
105.5
105.7
1 106.1
105.8
105.E
Moisture Contents
9.5
9.8
9.6
9.4
9.2
Maximum Density in the Field (%)
98.2
98.4
98.8
98.5
98.3
Compaction Requirement by specs
% of maximum density
o
98 /0
0
98 /0
0
98 /0
0
98 /0
0
98/o
100% Maximum Density (lab)
107.4
107.4
107.4
107.4
107.4
Proctor T-180 AASHTO Method C
1/3144
1/3144 1
1/3144
1/3144
1/3144: r,
Compaction Test Result
PASS
PASS I
PASS
PASS
Optimum Moisture
11.2
Remarks
OX
Tested By
E.VIM.I
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Respectfully
Aamir A. Ghori, P.E. # 55538
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
property oT cuents ana Tor puoucattons at statements or extract Tram regarding is reserved penning our wnuen approval.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS QA/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 #
T2022-53
Address
4281 SW 139thAve. Miramar, FL. 33027
Date
4/21/2022
Project
S.F.R.
Gauge #
34393
Address
334 NE 102nd Street, Miami Shores, FL.
PO #
N/A
Test
JF
LIFT
?F
Locations
1
Final
Subgrade of Continous footing; West side; North area
2
Final
Subgrade of Continuos footing, West side; South area
3
Final
Subgrade of Continuos footing; North side; West area
4
Final
Subgrade of Continuos footing; North side; East area
5
Final
Subgrade of Continuos footing; East side; North area
Description of Material Light Gray fine sand with Pieces of Limestone fragments
Backfill Embankment = Subbase Basecourse Li
Subgrade I X I Grade Building Pad Lj
Laboratory Identification Number
T2022-53
T2022-53
T2022-53
T2022-53
T2022-53
Test Number
1
2
3
4
5
-Depth in inches
12
12
12
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
115.3
116.0
116.1
115.4
115.8
Field Density. Lb/Cu.Ft (Dry Basis)
105.7
106.0
1 105.8
105.6
106.0
Moisture Contents
9.1
9.4
9.7
9.3
9.2
Maximum Density in the Field (%)
98.4
98.7
98.5
98.3
98.7
Compaction Requirement by specs
% of maximum density
98%
98%
98%
98%
98%
100% Maximum Density (lab)
107.4
107.4
107.4
107.4
107.4
Proctor T-180 AASHTO Method C
1/3144
1/3144
1/3144
1/3144
1/3144:/„
Compaction Test Result
PASS
PASS
PASS
PA
O timum Moisture
11.2
Remarks
OX
Tested By
E.V1M.1
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Respectfully Su
GEiN
•�
i d, c. 55538 .
e �
TATE OF
f n • '
Aamir A. Ghori, P.E. # 55538
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
property or clients ana Tor puoncauons or statements or extract Trom regaroing is reservea penoing ourwnuen approval.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS QA/QC INSPECTIONS ENVIRONMENTAL AUDITS
TASK LABORA TORIES, INC.
14241 SW 140 Street, Miami, Florida 33186
Proctor Compaction Test
Client
RHR of Miami Inc.
Job No:
T2022-53
Address
4281 SW 139th Ave. Miramar, FL. 33027
Report No:
1
Project
S.F.R.
Address
334 NE 102nd Street, Miami Shores, FL.
Matrix
Light Gray fine sand with Pieces of Limestone fragments
Source Of Material
At Job site, material being used for Subgrade
Sample Location
Job site
Sampling date
4/21/2022
Lab ID#
3144
Collected By
E.V./T.H.
Sample #
I
Analysis date
4/22/2022
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
5.0
100.3
7.7
102.7
9.4
105.7
11.2
107.4
12.8
104.0
Optimum Moisture
11.2
100% Maximum Dry DensiV
107.4
98% Dry Density
105.3
95% Dry Density
102.0
Respectfully Submitted,
TASK LABORATORIE:
Aamir A. Ghori, P.E. #
110.0
108.0
106.0
�: 104.0
W 102.0
C
0 100.0
98.0
96.0
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
% MOISTURE
.. No. 55550
STATE 11 F
SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS