CC-12-20-2951 Compaction Test 8880 Biscayne BlvdTASK LABORA TORIES, INC.
14241 SW 140 Street, Miami, Florida 33186
CC- r2 - Zo- 2qS 1
mY311z y Af
Proctor Compaction Test
Client
Marcdan Inc.
Job No:
T2023-235
Address
2721 SW 137thAvenue Suite#104, Miami, FL. 33175
Report No:
1
Project
Tropical ChelTolet (East Parking Lot)
Address
8880 Biscayne Blvd., Miami Shores, FL. 33138
Matrix
Light Brown Coarse to fine sand with some Limestone Fragments
Source Of Material
At Job site material being used for Subgrade
Sample Location
Job Site
Sampling date
12/20/2023
Lab ID#
3581
Collected By
E.V./T.H.
Sample #
1
Analysis date
12/19/2023
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
4.6
113.1
6.1
115.0
7.3
117.8
9.0
119.5
10.7
116.9
Optimum Moisture
9.0
100% Maximum Dry Density
119.5
98% Dry Density
112.5
95% Dry Density
113.5
Respectfully Submitted,
TASK LABORATORIES
Aamir A. Ghori, P.E. # 55538
122.0
120.0
118.0
116.0
w 114.0
c
c 112.0
110.0
108.0
s
No. 555'8
3 ? J
r� STAYE OF
L.-
2.0 4.0 6.0 8.0 10.0
% MOISTURE
12.0 14.0
SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS
ENVIRONMENTAL AUDITS
M SX LABOR4 rO IES, INC.
14241 SW 140 Street, Miami, Florida 33186
Proctor Compaction Test
Client
Marcdan Inc. Job No:
T2023-235
Address
2721 SW 137th Avenue Suite#104, Miami, FL. 33175 Report No:
2
Project
Tropical Chevrolet (East Parldng Lot)
Address
8880 Biscayne Blvd., Miami Shores, FL. 33138
Matrix
Light Tan C1Lished L merock with some Coarse to fine sand
Source Of Material
At Job site, material being used for Basecourse
Sample Location
Job Site
Sampling date
12/20/2023
Lab ID#
3581
Collected By
R.SIT. H.
Sample #
2
Analysis date
12/19/2023
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
3.5
124.6
5.4
126.8
6.5
129.1
8.0
131.4
9.7
128.3
Optimum Moisture
8.0
100% Maximum Dry Density
131.4
98% Dry Density
128.8
95% Dry Density
124.8
134.0
132.0
130.0
�: 128.0
U)
w 126.0
G
}
0 124.0
tir A.
0 �
Respectfully Submitted"
TASK LABORATORII IMC No. 55538 •
•
w STATE of y 00.
c• t
Aamir A. Ghori, P.E. # 55538
122.0
120.0
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
&z;
% MOISTURE
SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS
TASK LABORATORIES, INC.
14241 SW 140 Street, Miami, Florida 33186
Phone: (305) 2355355
Field Density Test of Compacted Soils
ASTM Method: D - 2922-81
Fax: (305) 23"353
Client
Marcdan Inc.
Order #
T2023-235
Address
2721 SW 137th Avenue Suite+104, Miami, FL. 33175
Date
12/20/2023
Project
Tropical Che'%Tolet (East Parldng Lot)
Gauge #
34393
Address 18880
Biscayne Blvd., Miami Shores, FL. 33138
PO #
N/A
Test
LIFTff
Locations
1
Final
Subgrade of East Parking Lot.; SE area; At East side of Prop.Bldg. Extension
2
Final
Subgrade of East Parking Lot.; SW area; At East side of Prop.Bldg. Extension
3
Final
Subgrade of East Parking Lot.; Center area; At East side of Prop.Bldg. Extension
4
Final
Subgrade of East Parking Lot.; NE area; At East side of Prop.Bldg. Extension
5
Final
Subgrade of East Parking Lot.; NW area; At East side of Prop.Bldg. Extension
Description of Material Light Brown Coarse to fine sand with some Limestone Fragments
Backfill Embankment Subbase Basecourse
Subgrade X I Grade Building Pad
Laboratory Identification Number
T2023-235
T2023-235
T2023-235
T2023-235
T2023-235
Test Number
1
2
3
4
5
Depth in Inches
12
12
12
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
129.0
129.4
129.0
128.6
129.3
Field Density. Lb/Cu.Ft (Dry Basis)
119.1
119.6
119.4
119.0
119.3
Moisture Contents
8.3
8.2
8.0
8.1
8.4
Maximum Density in the Field (%)
99.7
100.1
99.9
99.6
99.8
Compaction Requirement by specs
% of maximum density
98%
98%
98%
98%
98%
100% Maximum Density (lab)
119.5
119.5
119.5
119.5
119.5
Proctor T-180 AASHTO Method C
1/3581
1/3581
1/3581
1/3581
Compaction Test Result
PASS
PASS
PASS
PASS
Optimum Moisture
9.0
Remarks
OX
Tested By
ENNUI
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Respectfully Su
"n�A
V/`
%1.1 d, c 5�553
.,
o
o
TATE OF `
Ct 0 V'j ■
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 conFdenbal
property of clients ana mr puoucations or statements or extract rrom regarding is reserves penning our wntten 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
Fax: (305) 235-8353
Field Density_ Test of Compacted Soils
ASTM Method: D - 2922-81
Client
Marcdan Inc.
Order #
T2023-235
Address
2721 SW 137th Ave. Suite# 104, Miami, FL. 33175
Date
12/22/2023
Project
Tropical Chevrolet (East Parldng Lot)
Gauge #
34393
Address
8880 Biscayne Blvd., Miami Shores, FL. 33138
PO #
N/A
Test
%*
I LIFT
IV
Locations
1
lFinal
LR/BC of East Parking Lot.; SW area; 1 st Lift at East side of Prop.Bldg. Extension
2
Final
LR/BC of East Parking Lot.; SE area; 1 st Lift at East side of Prop.Bldg. Extension
3
Final
LR/BC of East Parking Lot.; Center area; 1 st Lift at East side of Prop.Bldg. Extension
4
Final
LR/BC of East Parking Lot.; NW area; 1 st Lift at East side of Prop.Bldg. Extension
5
Final
LR/BC of East Parking Lot.; NE area, 1 st Lift at East side of Prop.Bldg. Extension
Description of Material
Light Tan Cnished Limerock with some Coarse to fine sand
Backfill
Embankment
Subbase
Basecourse
X
Subgrade
Grade
H Building Pad
Laboratory Identification Number
T2023-235
T2023-235
T2023-235
T2023-235
T2023-235
Test Number
1
2
3
4
5
Depth in inches
6
6
6
6
6
Field Density. Lb/CU.Ft (Wet Basis)
140.0
139.4
140.2
139.2
139.1
Field Density. Lb/Cu.Ft (Dry Basis)
130.6
130.3
130.9
130.5
130.2
Moisture Contents
7.2
7.0
7.1
6.9
6.8
Maximum Density in the Field (%)
99.4
99.2
99.6
99.3
99.1
Compaction Requirement by specs
% of maximum density
°
98 /°
°
98 /°
°
98 /°
°
98 /0
°
98/o
100% Maximum Density (lab)
131.4
131.4
131.4
131.4
131.4
Proctor T-180 AASHTO Method C
1/1581
1/1581
1/1581
1/1581
lllMl l f"
Compaction Test Result
PASS
PASS
PASS
PASS
Optimum Moisture
8.0
Remarks
OX
Tested By
E.V/M.I
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
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
properly or cnents ana Tor puDucauons oT statements or extract Trom regaraing is reserved penning ourwnuen approvas.
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
Marcdan Inc.
Order #
T2023-235
Address
2721 SW 137thAvemte Suite# 104, Miami, FL. 33175
Date
1/11/2024
Project
Tropical Chevrolet (West Parking Lot)
Gauge #
34393
Address
8880 Biscayne Boulevard, Miami Shores, FL. 33138
PO #
I N/A
Test
LIFT
Locations
11
Final
Subgrade of West Parking Lot.; SW area at NW side of Prop.Bldg. Extension
12
Final
Subgrade of West Parking Lot., SE area at NW side of Prop.Bldg. Extension
13
Final
Subgrade of West Parking Lot.: East side; Center area at NW side of Prop.Bldg. Extension
14
Final
Subgrade of West Parking Lot.; Center: Center area at NW side of Prop.Bldg. Extension
Description of Material Light Brown Coarse to fuse sand with some Limestone Fragments
Backfill
Embankment
Subbase
Basecourse
Subgrade
X Grade
Building Pad
Laboratory Identification Number
T2023-235
T2023-235
T2023-235
T2023-235
Test Number
11
12
13
14
Depth in inches
12
12
12
12
Field Density. Lb/Cu.Ft (Wet Basis)
128.5
129.0
128.0
128.6
Field Density. Lb/Cu.Ft (Dry Basis)
118.8
119.0
118.4
118.7
Moisture Contents
8.2
8.4
8.1
8.3
Maximum Density in the Field (%)
99.4
99.6
99.1
99.3
Compaction Requirement by specs
% of maximum density
o
98 /0
0
98 /0
0
98 /0
0
98 /o
100% Maximum Density (lab)
119.5
119.5
119.5
119.5
ProctorT-180 AASHTO Method C
1/3581
1/3581
1/3581
1/3581
Compaction Test Result
PASS
PASS
PASS
PASS
Optimum Moisture
9.0
Remarks
OX
Tested By
E.V/M.1
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 €ound 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 cnents ana Tor puafrcations oT statements or extract Trom regarofng is reservea penaing our wntten 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
Maredan Inc.
Order #
T2023-235
Address
2721 SW 137thAvenue Suite# 104, Miami, FL. 33175
Date
1/11/2024
Project
Tropical Chevrolet (West Parking Lot)
Gauge #
34393
Address
8880 Biscayne Boulevard, Miami Shores, FL. 33138
PO #
N/A
Test
LIFT
Locations
15
Final
Subgrade of West Parking Lot.; West side; Center area at NW side of Prop.Bldg. Extension
16
Final
Subgrade of West Parking Lot.; NE area at NW side of Prop.Bldg. Extension
17
Final
Subgrade of West Parking Lot.. NW area at NW side of Prop.Bldg. Extension
Description of Material Light Brown Coarse to fine sand with some Limestone Fragments
Backfill
Embankment
Subbase
Basecourse
Subgrade
I X'j
Grade
Building Pad :h
I
Laboratory Identification Number
T2023-235
T2023-235
T2023-235
Test Number
15
16
17
ept in inches
12
12
12
Field Density. Lb/CuXt (Wet Basis)
129.2
128.8
128.1
Field Density. Lb/Cu.Ft (Dry Basis)
119.1
118.9
118.5
Moisture Contents
8.5
8.3
8.1
Maximum Density in the Field (%)
99.7
99.5
99.2
Compaction Requirement by specs
% of maximum density
98%
98%
98%
100% Maximum Density (lab)
119.5
119.5
119.5
Proctor T-180 AASHTO Method C
1/3581
1/3581
1/3581
Compaction Test Result
PASS
PASS
PASS
Optimum Moisture
9.0
Remarks
OX
Tested B
E.V/M.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 or cuents ano Tor puoncanons or statements orwaracc Trom regarnrng is reserved penomg our written approvat.
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
Marcdan Inc.
Order #
T2023-235
Address
2721 SW 137thAve. Suite# 104, Miami, FL. 33175
Date
1/17/2024
Project
Tropical Chevrolet (West Parldng Lot)
Gauge #
34393
Address
8880 Biscayne Boulevard, Miami Shores, FL. 33138
PO # I
N/A
Test
ff
LIFT
0
Locations
18
Final
LR/BC of West Parking Lot.; SW area for Concrete Slab at NW side of Prop.Bldg.Extension
19
Final
LR/BC of West Parking Lot.; SE area for Concrete Slab at NW side of Prop.Bldg.Extension
20
1 Final
LR/BC of West Parking Lot.; East side; Center area for Asphalt at NW side of Prop.Bldg.Extension
Description of Material
Light Tan Crushed Limerock with some Coarse to fine sand
Backfill
Embankment
Subbase Lj
Basecourse X
Subgrade
Grade
Building Pad
Laboratory Identification Number
T2023-235
T2023-235
T2023-235
Test Number
18
19
20
FDe-p-tfi in inches
6
6
6
Field Density. Lb/Cu.Ft (Wet Basis)
139.8
139.2
140.0
Field Density, Lb/Cu.Ft (Dry Basis)
130.5
130.2
130.9
Moisture Contents
7.1
6.9
7.0
Maximum Density in the Field (%)
99.3
99.1
99.6
Compaction Requirement by specs
% of maximum density
o
98 /0
o
98 /0
a
98 /o
100% Maximum Density (lab)
131.4
131.4
131.4
Proctor T-180 AASHTO Method C
1/3582
1/3582
1/3582
. E,:
Compaction Test Result
PASS
PASS
PASS
Optimum Moisture
8.0
Remarks
OX
Tested By
E.V NI
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
fi
Respectfully
Aamir A. Ghorl, P.E. # 55538
Should any subsoil conditions in the property (area) tested found different from that encountered on the tested locations reported on our Dansity Test,
TASK LABORATORIES, INC. is not responsible. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential
property of chants ano Tor puoncadons or statements or extract Trom regaroing is reservea penning our wnrten approvat.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS QA/QC INSPECTIONS ENVIRONMENTAL AUDITS
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
Marcdan Inc.
Order#
T2023-235
Address
2721 SW 137thAve. Suite# 104, Miami, FL. 33175
Date
1/17/2024
Project
Tropical Chevrolet (West Parking Lot)
Gauge #
34393
Address
18880 Biscayne Boulevard, Miami Shores, FL. 33138
PO #
N/A
Test
LIFT
Locations
21
Final
LR/BC of West Parking Lot.; West side; Center area for Asphalt at NW side of Prop.Bldg.Extension
22
Final
LR/BC of West Parking Lot.; NW area for Asphalt at NW side of Prop.Bldg.Extension
23
Final
LR/BC of West Parking Lot.; SW area for Asphalt at NW side of Prop.Bldg.Extension
Description of Material Light Tan Crushed Limerock with some Coarse to fine sand
Backfill
Embankment
Subbase
Basecourse X
Subgrade
Grade
Building Pad
Laboratory Identification Number
T2023-235
T2023-235
T2023-235
Test Number
21
22
23
Depth in inches
8
8
8
Field Density. Lb/CuXt (Wet Basis)
140.5
139.9
140.2
Field Density. Lb/Cu.Ft (Dry Basis)
131.1
130.6
131.0
Moisture Contents
7.2
7.1
7.0
Maximum Density in the Field (%)
99.8
99.4
99.7
Compaction Requirement by specs
% of maximum density
98 ° �°
98 ° �°
98°
�°
100% Maximum Density (lab)
131.4
131.4
131.4
Proctor T-180 AASHTO Method C
1/3582
1/3582
1/3582
Compaction Test Result
PASS
PASS
PASS
Optimum Moisture
8.0
Remarks
OX
Tested By
E.V/M.1
Checked By
MI
FLORIDA CERTIFICATE OF AUTHORIZATION No.EB 7944
Aamir A. Ghod, 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 cnents ana Tor pumications of statements or extram from regaroing is reservea penaino our wnuen approval.
SOIL & MATERIAL TESTING GEOTECHNICAL RXPLORATIONS QA/QC INSPECTIONS ENVIRONMENTAL AUDITS