HomeMy WebLinkAboutSOIL NUCLEAR GAUGEa.
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. Lucie
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607 C NW
Pent N`NCom.tyewa
Pint St. Lucie. 34396
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Soil Nuclear Gauge
Report Date: 4/24/2019
Test Method: ASTM D 6938
Client:
R &FLoader Service, Inc.
375 SW Dalton Circle
Port St. Lucie, FL 34953
Project:
— 18-4719.00— —
R&E Loader Services, Inc. - 2018 Master
Agreement - CMT
FL
•' .:. ; : :... -
- ,.` .',. ;>Tesf Results;;.
Optimum
Maximum
In Place
In Place
Probe
MinlMax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test f!
Of
Date
Proctor l0
Method
Classification
%)
(pull)
%
(pct)
(in)
Compaction
(%)
Remark
4
4/231192
P-7
N!A
10.3
116.2
9.9
114.7
12
99
N/105
Pass
5
4/23/19
P-7
N/A
10.3
178.2
9.9
112.9
12
97
951105
Pass
6
4123/19
P-7
NIA
10.3
116.2
9.7
1 113.8
12
98
951105
Pass
. Test
InforrtiatiD�
-' r
Gauge
Test #
Test Location
Elevation
Reference
Make I Model I SN J Calibrated
Field Technician
4
Above Stripped Surface: 7816 Seddlebrook Drive, Port St Lucle, NE Comer
3-0
Troxler/ 34301341511
Baker, Jeff
5
Above Stripped Surface: 7816 Saddlebrok Drive, Port St Lucie, Center
3-4
Troxler 134301341511
Baker, Jeff
6
Above Stripped Surface: 7816 Saddlebmok Drive, Port St Lucie, SW Comer
3-4
Troxler / 3430 / 341511
Baker, Jeff
Remarks: ; `.
Comments
Pass: Tests results comply with specifications
Tests are-DirectTransmission' (Method A) unless probe depth is noted as
'BackscaeeP, Gauge calibration data an file with the testing agency.
4, 5, 6: Above stripped surface 2-3' HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
he soil.
RECEIVED
P,'AAY 0 2 Z018
ST. Lucie County, Permitting
PERMIT # 19030209
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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etc sF •• ;
OtflBdR UO . 01
NNA� tt �� 0
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1
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Portd SL L.d.ecle
FBPE CA k 4930
607NW Commodity Cove
Pm StJ de. FL 3Q86
o Pb..: 772A24-35751 Fax: M-924-3580
LL
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Soil Nuclear Gauge
Report Date: 4/19/2019
Test Method: ASTM D 6938
Client:
Project:
R &-E Loader Service, Inc. — -
--- 18-4719,00-
375 SW Dalton Circle
R&E Loader Services, Inc. - 2018 Master
Port St. Lucie, FL 34953
Agreement - CMT
FL
,.. ;(:- • ;� :.. ... ; :. ,.. . -,; ,.. -:. '.:::Test Results.'. .. -
Test
Retest
Of.
Test
Date
Proctor lD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
in Place
Moisture
(%)
In Place
Dry Density
(pc
Probe
Depth
(In)
Percent
Compaction
Mmill
Comp.
%
Remark
1
4/17119
P-7
NfA
10.3 __
116.2
_ 9.8 _
110.0
12
95
951105
Pass
2
4/17119
P-7
N/A
70.3
116.2
8.8
110.3
12
95
95 / 105
Pass
3
4117/19
P-7
N/A
10.3
116.2
8.8
110.91
12
1 95
1 951 105 1
Pass
Information '.• - ::
Test#
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
1
Above Stripped Surface: 7816 Saddlebrook Drive, Part St Lucie, SW corner
1-2'
Troxler / T3430 / 25092 /
Baker, Jeff
2
Above Stripped Surf ace: 7816 Saddlebrook Drive, Port St Lucie, NE comer
1-2,
Troxler / T3430 / 25092 /
Baker, Jeff
3
Above Stripped Surface: 7816 Saddlebrook Drive, Port. St Lucie, Center
1-2-
Troxler 171410 1951199 /
1 Baker, Jeff
`:. Remarks.' :
• Comtiients
Pass: Tests results comply with specifications
Tests am ODirect Transmission- (Method A) unless probe depth is noted as
'Backwalter". Gauge calibration data on file with the testing agency.
1, 2, 3: Above stripped surface 0-'P HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
he soil.
RECEIVED
I '
MAY 0 2 2018
PERMIT # 19030209 c� 1-ucie county, Permitting
\t1t111 III1/r '
� 1GENg
� a 6321 v� -..
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed andthe signature must be verified on any electronic copies.
y��1972019
lnt, E. • ��`
oltMeer.# 118
f�NA� E\`\�
Pagel of 1
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Soil Nuclear Gauge
__ _ G�/- _ 1 1.O ✓ _ _Report Date: 4/24/2019
Test Method: ASTM-D 6938 —
o0
�axnnoP
PortSt.LucieFBPE CA # 4930
607 NW uc3Cove
Pod 6L Lucie, ie, FL 34986
Phone: M-924-35751 Fac 772-924-3580
Client:
Project:
R & E Loader Service, Inc.
18-4719.00
-375-SW Dalton Circle- — - -
- -- R&E Loader -Services, Inc. - 2018 Master
Port St. Lucie, FL 34953
-
Agreement - CMT
�E•�MI V iV p A N
�®
FL
BY
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%
Maximum
Dry Density
pef)
In Place
Moisture
(%
In Place
Dry Density
pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%
Remark
4
4/23/19
P-7
NIA
10.3
116.2
9.9
114.7
12
99
95/ 105
Pass
5
4/23119
P-7
N/A
10.3
116.2
9.9
112.9
12
97
951105
Pass
6
4123/19
P-7
NIA
10.3
116.2
9.7
113.8
12
98
951105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
4
Above Stripped Surface: 7816 Saddlebrook Drive, Port St Lucie, NE Comer
3-4
Troxler / 3430 / 34151 I
Baker, Jeff
5
Above Stripped Surface: 7816 Saddlebrook Drive, Port St Lucie, Center
3-4
Troxler / 3430 / 34151 /
Baker, Jeff
6
Above Stripped Surface: 7816 Saddlebrook Drive, Port St Lucie, SW Comer
3-4
Troxler / 3430 / 34151 /
Baker, Jeff
_ 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.
4, 5, 6: Above stripped surface 2-3' HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
the soil.
MAR'a 51010
oepartment
perm
�u e Co% N
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
spHN. KE�vT
.•' ,xCEN&j'••., i
�jTlo 637y'i8 j�
.E.
//ZONAL EN
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Zi
Page 1 of 1
PEI
Port St Lucie
FBPE CA #4930
607 NW Commodity Cove
Pod SL Lucie, FL 34986
Phone:772-924-35751 Fax: 772-9243 80
Soil Nuclear Gauge Client:
Report Date: 4/19/2019 R & E Loader Service, Inc.
Test -Met tf—od: ASTM D-6938 -- —375 SW Dalton Circle —
Port St. Lucie, FL 34953
Project:
18-4719.00
R&E-Loader-Servicesjnc-_2018 Master
Agreement - CMT
FL
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
pcf)
In Place
Moisture
- N
In Place
Dry Density
(Pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
4/17/19
P-7
N/A
10.3
116.2
9.8
110.0
12
95
951105
Pass
2
4/17/19
P-7
N/A
10.3
116.2
8.8
110.3
12
95
95/105
Pass
•
3
4/17/19
P-7
NIA
10.3
116.2
8.8
110.9
12
95
95/105
Pass
Test Information
Test #
Test Location
I Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Above Stripped Surface: 7816 Saddlebrook Drive, Port St Lucie, SW corner
1-2'
Troxler / T3430 / 25092 /
Baker, Jeff
2
Above Stripped Surface: 7816 Saddlebrook Drive, Port St Lucie, NE comer
1-2'
Troxler/ T3430 125092 /
Baker, Jeff
3
Above Stripped Surface: 7816 Saddlebrook Drive, Port St Lucie, Center
1-2'
Troxler / T3430 125092 /
Baker, Jeff
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
•Backscaher'. Gauge calibration data on file with the testing agency.
1, 2, 3: Above stripped surface 0-1' HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
the soil.
.• LICENSE''•.•
No 6321
/1912019
•� '•Kent, .E.
6ssioneer.# 8
St Si rorl�P''�G��`�
Test Reports shall not be reproduced, except in full, without the written approval of GFA international Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1