HomeMy WebLinkAboutGFA - SOIL COMPACT TEST924-3575•(772) 924-3580
Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor)
ASTM D 1557
Project:
Reserve Realty PGA Sales Center
Project ID: 19-3159.00
Address:
8401 Commerce Center Dr, Port St Lucie
Report ID: 1048
Client:
Anderson -Moore Construction Corp.
Lab/MAC ID: 1048
Material Location:
Stockpile
Sampled By:
S Hayes
Date Sampled: 2/7/2020
Tested By:
R Robinson
Date Tested: 2/11/2020
Material Description:
Dark brown fine sand
Material Classification:
Rammer Type: Mechanical
Test Method Used:
Method C
Rammer Face: Sector
Comments:
Sieve Results
Sieve
Size (mm)
Weight Retained (lbs)
Percent Retained
3/4"
19
N/A
N/A
3/8"
9.5
N/A
N/A
# 4
4.75
N/A
N/A
Pan
0
N/A
N/A
Total
0.0
0.0%
116
115
114
li
a 113
112
z
W
� 111
K
G
110
109
108 , I II i II— Ir
4 5 6 7 8 9 1C
MOISTURE %
Sampled in Accordance with ASTM D75/AASHTO T-2
Test report shall rot be reproduced, except in MI. without the written approval
11 12 13
of GFA International
Environmental e Geolechnical • Construction Materials Testing • Special 8 Threshold Inspections
Florida's Leading Engineering Source
w+wv.teamgfaxom
RECEIVED
t: •r:Jlj
Permitting ueparTment
SL Ludt: County
Dry Density p
Moisture
109.6
7.7
111.9
9.2
113.1
10.5
111.5
11.9
Maximum Dry Density (pcf)
113.1
Optimum Moisture (%)
10.4
SCANNED
BY
St. Lucie
County
Engineer # 6321
nmrsT! or
RECEM
MAR' 2 01010
Permits . Lucie CWLDepartment
607 N.W. Commoditv Cove • Port St. Lucie_ FL 34996' ~ L]r/ ■ J•Fa
C
Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor)
ASTM D 1557
Project:
Reserve Realty PGA Sales Center
Project ID: 19-3159.00
Address:
8401 Commerce Center Or, Port St Lucie
Report ID: 1131
Client:
Anderson -Moore Construction Corp.
Lab/MAC ID: 1131
Material Location:
Stockpile
Sampled By:
S Hayes
Date Sampled: 3/6/2020
Tested By:
R Robinson
Date Tested: 3/6/2020
Material Description:
Gray brown fine sand with silt
Material Classification:
Rammer Type: Mechanical
Test Method Used:
Method C
Rammer Face: Sector
Comments:
Sieve Results
Sieve
Size (mm)
Weight Retained (lbs)
Percent Retained
3/4"
19
NIA
N/A
3/8"
9.5
NIA
N/A
# 4
4.75
NIA
N/A
Pan
0
N/A
NIA
Total
0.0
0.0%
120
119
118
117
116
115
114
113
112
111
110
4 5 6 7 8 9 10 11 12 13 14
MOISTURE % J hp Keni,
Iistered En0Teer #
Sampled in Accordance with ASTM D751AASHTO T-2 ::803tb of Florida
Dry Density (pc
Moisture
114.2
7.9
116.6
9.4
118.1
10.7
117.4
12.0
Maximum Dry Density (pcf)
118.1
Optimum Moisture (%)
10.8
11111111
• GeolechNral • Construction Materials Testing • Special B Threshold Inspections • Plal(jt"(yv 11Co�fvaw
Florida's Leading Engineering Source �1/ ...........
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Soil Nuclear Gauge
Client:
Project:
Report Date: 3/18/2020
Anderson -Moore Construction Corp.
19-3159.00
.h
"FRNATIaaP
Test Method: ASTM D 6938
1568 Watertower Rd.
Reserve Realty PGA Sales Center - CMT
Port SL Lucia
Lake Park, FL 33403
8401 Commerce Center Dr
FBPE CA#4930
Port St. Lucie, FL 34986
607 NW Commodity Cove
Part St. Lucie, FL 34986
Phone: 772-9243575 1 Fax: 772-924-3580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
.Classification
Optimum
Moisture
°/a)
Maximum
Dry Density
(pcf)
In Place
Moisture
°/a)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Camp.
%
Remark
1
3/18/20
1048 - D1557
N/A
10.4
113.1
10.0
112.0
12
99
98 / 105
Pass
_
2
3118120
1048 - D1557
N/A
10.4
113.1
10.5
110.9
12
98
98 / 105
Pass
3
3118120
1048 - D1557
N/A
10.4
113.1
10.2
110.3
12
98
98 / 105
Pass
4
3/18/20
1048 - D1557
N/A
10.4
113.1
9.8
111.1
12
98
981105
Pass
5
3/18/20
1048 - 21557
N/A
10.4
113.1
11.2
110.6
12
98
98 / 105
Pass
6
3/18/20
1048 - D1557
N/A
10.4
113.1
9.2
111.5
12
99
98 / 105
ass P
7
3/18/20
1131 -D1557
N/A
10.8
118.1
8.8
117.5
12
99
981105
Pass
8
3118/20
1131 - D1557
I
N/A
10.8
118.1
1 10.0
1 116.4
1 12
1 99
1 98 / 105 1
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below Stripped Surface: Retention pond backill, Center
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
2
Above Stripped Surface: Retention Pond Backfill, See map Location #1
0-1
Troxier / 3430 / 24566 /
Hayes, Sean
3
Above Stripped Surface: Retention Pond Backfill, See map Location #2
1-2
Troxier / 3430 / 24566 /
Hayes, Sean
4
Above Stripped Surface: Retention Pond Backfill, See map Location #3
2-3
Troxler / 3430 / 24566 /
Hayes, Sean
5
Above Stripped Surface: Retention Pond Backfill, See map Location #4
3-4
Troxler 13430 124566 /
Hayes, Sean
6
Above Stripped Surface: Retention Pond Backfill, See map Location #5
4-5
Troxler / 3430 / 24566 /
Hayes, Sean
7
Above Stripped Surface: Retention Pond Backfill, See map Location #6
5-6
Troxler / 3430 / 24566 /
Hayes, Sean
8
1 Above Stripped Surface: Retention Pond Backfill, See map Location #7
1
16-7
1
Troxler / 3430 / 24566 /
Hayes, Sean
j
Remarks
I Comments
NN
Pass: Tests results comply with specifications
Tests are "Direct Transmission' (Method A) unless probe depth is noted as
'Backscattef. Gauge calibration data on file with the testi
REMMI)
MAR 2 01010
WONDePOMA 4
st: w
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
��sNn a771Si
36,-- 2/1872020
E. L11 -
/ZONAL tE? \\
Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Soil Nuclear Gauge
Client:
Project:
Report Date: 3/18/2020
Anderson -Moore Construction Corp.
19-3159.00
.h
'-FRNpT10aT'
Test Method: ASTM D 6938
1568 Watertower Rd.
Reserve Realty PGA Sales Center - CMT
Port St. Lucie
Lake Park, FL 33403
8401 Commerce Center Dr
FBPE CA#4930
Port St. Lucie, FL 34986
607 NW Commodity Cove
Pan St. Lucie, FL 34986
Phone: 772-92435751 Fax: 772-924-35BO
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Sol(
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
3/18/20
1048 - D1557
NIA
10.4
113.1
10.0
112.0
12
99
981105
Pass
2
3/18120
1048 - D1557
N/A
10.4
113.1
10.5
110.9
12
98
98 / 105
Pass
3
3/18/20
1048 - D1557
N/A
10.4
113.1
10.2
110.3
12
98
98 / 105
Pass
4
3118/20
1048 - D1557
N/A
10.4
113.1
9.8
111.1
12
98
98 / 105
Pass
5
3/18/20
1 1048 - D1557
N/A
10.4
113.1
11.2
110.6
12
98
98/1 22
8/105
Pass
6
3/18/20
1048 - D1557
N/A
10.4
113.1
9.2
111.5
12
99
98 / 105
Pass
7
3/18120
1131 - D1557
N/A
1 10.8
1 118.1
8.8
1 117.5
1 12
99
1 981105
Pass
8
3/18120
1131 - D1557
N/A
1 10.8
1 118.1
10.0
1 116.4
1 12
99
1 98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Mode( / SN / Calibrated
Field Technician
1
Below Stripped Surface: Retention pond backtill, Center
0-1
Troxier / 3430 / 24566 /
Ha es, Sean
2
Above Stripped Surface: Retention Pond Backfill, See map Location #1
0-1
Troxier / 3430 / 24566 /
Hayes, Sean
3
Above Stripped Surface: Retention Pond Backfill, See map Location #2
1-2
Troxier / 3430 / 24566 /
Hayes, Sean
4
Above Stripped Surface: Retention Pond Backfill, See map Location #3
2-3
Troxier / 3430 / 24566 /
Hayes, Sean
5
Above Stripped Surface: Retention Pond Backfill, See map Location #4
34
Troxier 13430 / 24566 /
Hayes, Sean
6
Above Stripped Surface: Retention Pond Backfill, See map Location #5
4-5
Troxier / 3430 / 24566 /
Hayes, Sean
7
1 Above Stripped Surface: Retention Pond Backfill, See map Location #6
5-6
Troxier 13430 124566!
Hayes, Sean
8
Above Stripped Surface: Retention Pond Backfill, See map Location #71
16-7
Troxler 13430 / 24566 I
jHayes,Sean
Remarks
I Comments
Pass: Tells results Comply with specifications
Tests are -Direct Transmission' (Method A) unless probe depth is noted es
'BackswtteP. Gauge calibration data on file with the testing agency.
MAR 2 0 h2l)
permitting Lucie OeUltY
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
No 63216'�
- 3/1 S/2(
Kent, .E.
Fr�f 6-
Stag
Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
1-
Port St. Lucie
FBPE CAR 4930
607 NW Commodity Cove
Pon St. Lucie, FL 34986
Phone: 772-92435751 Fez: 772-924-3580
Soil Nuclear Gauge
Report Date: 3/18/2020
Test Method: ASTM D 6938
Client:
Anderson -Moore Construction Corp.
1568 Watertower Rd.
Lake Park, FL 33403
Project:
19-3159.00
Reserve Realty PGA Sales Center - CMT
8401 Commerce Center Dr
Port St. Lucie, FL 34986
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pc
In Place
Moisture
%)
In Place
Dry Density
pc
Probe
Depth
(In)
Percent
Compaction
Min/Max
Comp.
%)
Remark
_ 9
3/18/20
1048 - D1557
N/A
10.4
113.1
10.2
110.7
12
98
98 / 105
Pass
70
3118/20
1048 - D1557
N/A
10.4
113.1
9.6
110.9
12
98
98 / 105
Pass
11
3/18/20
1048 - D1557
N/A
10.4
113.1
10.8
110.6
12
98
98 / 105
Pass
12
3/18/20
1048 - D1657
N/A
10.4
113.1
10.2
110.5
12
98
98 / 105
Pass
13
1
13/18/20
1048 - D1557
WA
10.4
113.1
9.4
110.9
12
98
98 / 105
Pass
14
3/18/20
1048 - T780
N/A
10.4
113.1
9.3
111.3
12
98
98 / 105
Pass
15
3118/20
1048 - T1 S0
NIA
10.4
113.1
8.9
111.9
12
99
98 / 105
Pass
16
3/18/20
1048 - T180
NIA
10.4
113.1
1 10.7
110.6
12
98
98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make! Model SN / Calibrated
Field Technician
9
Above Bottom of Structure: Drainage, CB-2A, NE side
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
10
Above Bottom of Structure: Drainage, CB-2A, NE side
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
11
Above Bottom of Structure: Drainage, CB-2A, NE side
2-3
Troxler / 3430 / 24566/
Hayes, Sean
12
Above Bottom of Structure: Drainage, CB-2A, NE side
3-4
Troxler / 3430 / 24566 /
Hayes, Sean
13
Above Bottom of Structure: Drainage, CB-2A, NE side
4-5
Troxler / 3430 / 24566!
Hayes, Sean
14
Above Bottom of Pipe: Drainage between CB-2A and DMH-I, 8' SE CB-2A, North side
of pipe
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
15
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, 8' SE CB-2A, North side
of pipe
1-2
Troxler 13430 ! 24566 /
Hayes, Sean
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, 5'SE CB-2A, South side
of ipe
0-1
Troxler / 3430 / 24566 /
Hayes,Sean
Lfts'.6
Remarks.
Comments
Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
R{ENED
MAR 2'0 2020
k mvmngDgertment
St, WCWcaunty
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Page 1 of 3
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Soil Nuclear Gauge
Report Date: 3/18/2020
Test Method: ASTM D 6938
Port St Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie. FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
Anderson -Moore Construction Corp.
1568 Watertower Rd.
Lake Park, FL 33403
Project:
19-3159.00
Reserve Realty PGA Sales Center - CMT
8401 Commerce Center Dr
Port St. Lucie, FL 34986
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(p
In Place
Moisture
(%)
In Place
Dry Density
pc
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
%)
Remark
17
3118120
1048 - T180
N/A
10.4
113.1
9.9
110.7
12
98
98 / 105
Pass
18
3118/20
1048 - T180
N/A
10.4
113.1
11.3
110.7
12
98
98 / 105
Pass
19
3118/20
1048 - T180
N/A
10.4
113.1
10.0
110.3
12
98
98 / 105
Pass
20
3/18120
1048 - T180
N/A
10.4
113.1
10.7
110.9
12
98
98 / 105
Pass
21
3/18/20
1048 - T180
N/A
10.4
113.1
10.3
110.3
12
98
98 / 115
Pass
22
3/18/20
1048 - T180
N/A
10.4
113.1
9.9
111.0
12
98
98 11 05
Pass
23
3/18/20
1048 - T180
N/A
10.4
113.1
9.8
110.3
12
98
98 / 105
Pass
24
3118/20
1 1048 - TIN
N/A
10.4
113.1
10.4
111.2
1 12
98
1 98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
17
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, 9' SE CB-2A, South side
of pipe
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
18
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, 11' SE CB-2A
2-3
Troxler / 3430 / 24566 /
Hayes, Sean
19
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, 3' SE CB-2A
3-4
Troxler / 3430 / 24566 /
Hayes, Sean
20
Above Bottom of Structure: Drainage, DMH-1
0-1
Troxler / 3430 124566 /
Hayes, Sean
21
Above Bottom of Structure: Drainage, DMH-1
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
22
lAbove Bottom of Structure: Drainage, DMH-1
1
12-3
Troxler / 3430 / 24566 /
Hayes, Sean
23
Above Bottom of Structure: Drainage, DMH-1
3-4
Troxter 13430 124566 /
Hayes, Sean
24
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 29' SE DMH-1,
North side of pipe
0-1
Troxler / 3430 / 24566 I
Hayes, Sean
Remarks
Comments
Pass: Tests results comply with specifications
Tests am 'Direct Transmission" (Method A) unless probe depth is noted as
'Backscalter'. Gauge calibration data on file with the testing agency.
MAR 01010
Pe St.t Ui County nt
�, Welo
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Page 2 of 3
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Soil Nuclear Gauge
Report Date: 3/18/2020
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lude, FL 34986
Phone: 772-92435751 Fac 772-9243580
Client:
Anderson -Moore Construction Corp.
1568 Watertower Rd.
Lake Park, FL 33403
19-3159.00
Reserve Realty PGA Sales Center - CMT
8401 Commerce Center Dr
Port St. Lucie, FL 34986
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soll
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pc
In Place
Moisture
%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
25
3/18/20
1048 - T180
N/A
10.4
113.1
10.5
110.3
12
98
98 / 105
Pass
26
3/18/20
1048 - T180
N/A
10.4
113.1
10.9
110.4
12
98
981105
Pass
27
3/18/20
1048 - T180
N/A
10.4
113.1
10.8
110.9
12
98
981105
Pass
28
3118/20
1048 - T180
N/A
10.4
113.1
11.5
110.5
12
98
981105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
25
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 39' SE DMH-1,
North side of pipe
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
26
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 39' SE DMH-1,
South side of pipe
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
27
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 30' SE DMH-1,
South side of pipe
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
28
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 45' SE DMH-1
1
12-3
1
Troxler / 3430 / 24566 /
Hayes, Sean
Remarks
I Comments
Pass: Tests results comply with specifications
Tests are Mirect Transmission' (Method A) unless probe depth is noted as
'Backscattef . Gauge calibration data on file with the testing agency.
' V\CENSF''•, i
No 63218
MAR 2 01010 6k1 ent, T£ OF
artm®^c Pr 6f ibri eef `3�18
mmi emu^N State�o ANAL �? ���•
I IIIIII\\\\\
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Page 3 of 3
Digitally signed pdnted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
am••,N
Port SL Lucie
FBPE CA # 4930
607 NW Commodity Cove
Pod St. Lucie. FL 34986
Phone: 772-92435751 Fax: 772-9243580
Soil Nuclear Gauge
Report Date: 3/18/2020
Test Method: ASTM D 6938
Client:
Anderson -Moore Construction Corp.
1568 Watertower Rd.
Lake Park, FL 33403
19-3159.00
Reserve Realty PGA Sales Center- CMT
8401 Commerce Center Dr
Port St. Lucie, FL 34986
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Sol[
Classification
Optimum
Moisture
%)
Maximum
Dry Density
(pc
In Place
Moisture
%
In Place
Dry Density
pcf)
Probe
Depth
(In)
Percent
Compaction
Min/Max
Comp.
N
Remark
9
3118/20
1048 - D1557
N/A
10.4
113.1
10.2
110.7
12
98
98 / 105
Pass
10
3/18/20
1048 - D1557
N/A
10.4
113.1
9.6
110.9
12
98
98 / 105
Pass
11
3/18/20
1048 - D1557
N/A
10.4
113.1
10.8
110.6
12
98
98 / 105
Pass
12
3/18/20
1048 - D1557
NIA
10.4
113.1
10.2
110.5
12
98
98 / 105
Pass
13
3118120
1048 - D1557
N!A
10.4
113.1
9.4
110.9
12
98
98 / 105
Pass
14
3/18120
1048 - T180
N/A
10.4
113.1
9.3
111.3
12
98
98 / 105
Pass
15
3/18/20
1048 - T180
NIA
10.4
113.1
8.9
111.9
1 12
99
98 / 105
Pass
16
3/18/20
1048 - T180
N/A
10.4
113.1
10.7
110.6
12
98
98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
9
Above Bottom of Structure: Drainage, CB-2A, NE side
0-1
Troxler / 3430 / 24566 /
Ha es, Sean
10
Above Bottom of Structure: Drainage, CB-2A, NE side
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
11
Above Bottom of Structure: Drainage, CB-2A, NE side
2-3
Troxler / 3430 / 24566 /
Hayes, Sean
12
Above Bottom of Structure: Drainage, CB-2A, NE side
3.4
Troxler / 3430 / 24566 /
Hayes, Sean
13
Above Bottom of Structure: Drainage, CB-2A, NE side
4-5
Troxler 13430 / 24566 /
Hayes, Sean
14
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, W SE CB-2A, North side
of pipe
0-1
Troxler 13430 / 24566 !
Hayes, Sean
15
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, W SE CB-2A, North side
of pipe
1-2
Troxler! 3430 / 24566 /
Hayes, Sean
16
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, 5' SE CB-2A, South side
of pipe
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
°Backscatter°. Gauge calibration data on file with the testing agency.
RECEIVP
MAR 2,01010
Permitting Department
St. Luc% 44,11,
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Page 1 of 3
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
SoilNuclear Gauge
Client:
Project:
00,
Report Date: 3/1812020
Anderson -Moore Construction Corp.
19-3159.00
'FHNATO
Test Method: ASTM D 6938
1568 Watertower Rd.
Reserve Realty PGA Sales Center - CMT
Port St. Lucie
Lake Park, FL 33403
8401 Commerce Center Dr
FBPE CA#4930
Port St. Lucie, FL 34986
607 NW Commodity Cove
Port St. Lucie, FL 34966
Phone: 772-92435751 Fax: 772-924-3580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
17
3118/20
1048 - T180
N/A
10.4
113.1
9.9
110.7
12
98
981105
Pass
18
3118/20
1048-T180
N/A
10.4
113.1
11.3
110.7
12
98
981105
Pass
19
3118/20
1048 - T180
N/A
10.4
113.1
10.0
110.3
12
98
98 / 105
Pass
20
3118/20
1048 - T180
NIA
10.4
1 113.1
10.7
110.9
12
98
98 / 105
Pass
21
3/18/20
1048 - T180
NIA
10.4
113.1
10.3
110.3
12
98
98 / 105
Pass
22
3/18/20
1048 - T180
N/A
10.4
113.1
9.9
111.0
12
98
98 / 105
Pass
23
3/18/20
1048 - T180
N/A
10.4
113.1
9.8
110.3
12
98
98 / 105
Pass
24
3/18/20
1048 - T180
NiA
10.4
113.1
10.4
111.2
12
98
98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
17
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, W SE CB-2A, South side
of pipe
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
18
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, 11' SE CB-2A
2-3
Troxler 13430 / 24566 /
Hayes, Sean
19
Above Bottom of Pipe: Drainage between CB-2A and DMH-1, T SE CB-2A
3-4
Troxler / 3430 124566 /
Hayes, Sean
20
Above Bottom of Structure: Drainage, DMH-1
0-1
Troxler / 3430124566 /
Hayes, Sean
21
Above Bottom of Structure: Drainage, DMH-1
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
22
Above Bottom of Structure: Drainage, DMH-1
2-3
Troxler / 3430124566 /
Hayes, Sean
23
Above Bottom of Structure: Drainage, DMH-1
1
13-4
Troxler / 3430 124566 /
Hayes, Sean
24
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 29' SE DMH-1,
North side of pipe
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
Remarks
Comments
Pass: Tests results comply with specifications
Tests am *Direct Transmission' (Method A) unless probe depth is noted as
'Backscatter. Gauge calibration data on file with the testing agency.
WIMP
MAR 2 1010
S0Lu0
ta Gou gent
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Page 2 of 3
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Soil Nuclear Gauge
Client:
Project:
GF�
Report Date: 3/18/2020
Anderson -Moore Construction Corp.
19-3159.00
Test Method: ASTM D 6938
1568 Watertower Rd.
Reserve Realty PGA Sales Center - CMT
yA6NAT 0 4
Port St. Lucie
Lake Park, FL 33403
8401 Commerce Center Dr
FBPE CA # 4930
Port St. Lucie, FL 34986
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
'
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soli
Classification
Optimum
Moisture
%)
Maximum
Dry Density
Pc
In Place
Moisture
(%)
In Place
Dry Density
c
Probe
Depth
(In)
Percent
Compaction
Min/Max
Comp.
(%
Remark
25
3118/20
1048 - T180
N/A
10.4
113.1
10.5
110.3
12
98
98 / 105
Pass
_
26
3/18120
1048 - T180
N/A
10.4
113.1
10.9
110.4
12
98
98 / 105
Pass
27
3/18/20
1048 - T180
N/A
10.4
113.1
10.8
110.9
12
98
98 / 105
Pass
28
3/18/20
1048 - T180
N/A
10.4
113.1
11.5
110.5
12
1 98
98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
25
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 39' SE DMHA,
North side of pipe
1-2
Troxler / 3430 / 24566 /
Hayes, Sean
26
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 39' SE DMHA,
South side of pipe
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
27
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 30' SE DMH-1,
South side of pipe
1-2
Troxler / 3430/ 24566 /
Hayes, Sean
28
Above Bottom of Pipe: Drainage, Between DMH-1 and Existing CB-1, 45' SE DMH-1
1
12-3
1
Troxler / 3430 / 24566 /
jHayes,Sean
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted
"Backscaaer". Gauge calibration data on file with the testing agency.
WOW
MAR 2 01010
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 3 of 3
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.