HomeMy WebLinkAboutCompaction Test Soil Nuclear Gauge Client: Project:a0c)
Report Date:4/10/2020 GHO Homes Corporation 16-0338.00
Test Method:ASTM D 6938 590 NW Mercantile Place Meadowood Golf &Country Club
Port sL Ludo Port St.Lucie,FL 34986 Fort Pierce,Florida
FSPE CA 44830
007NW Commod,7yCove
Pat St Lude.FL 34986
Phone:772-9243575 I Far.772.924.36M
1
Test Results
Optimum Maximum In Place In Place Probe MInlMax
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test# Of Date ProctorlD Method Classification % fpce % in Com action % Remark
145 4110/20 P-1 WA 10.4 120.2 8.1 117.1 12 97 95/105 1 Pass
146 4110120 P-1 N/A 1 10.4 1202 8.4 116.5 12 97 951105 Pass
147 4/10/20 P-1 N/A 10.4 1 120.2 1 8.0 117.7 12 1 98 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN I Calibrated Field Technician l
145 Above Stripped Surface:Lot 69,Conifer Dr,NW Comer 0-1 Troxter 13430 1 36058 1 Stone,Brent
146 Above Stripped Surface:Lot 69,Conifer Dr,Center 0-1 Troxler/3430/35058/ Stone,Brent
147 Above Stripped Surface:Lot 69,Conifer Or,SE Comer 0-1 Troxter/3430/35058/ Stone,Brent
Remarks Comments
Pass:Tests results comply with specifications Tests are'Direet Transmission'(Method A)unless probe depth is noted as
'9ackscatter'.Gauge calibration data on We with the testing agency.
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Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. 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;
Report Date:4/10/2020 GHO Homes Corporation 15-0338.00
Test Method:ASTM D 6938 590 NW Mercantile Place Meadowood Golf &Country Club
Pon m.Lucie Port St.Lucie,FL 34986 Fort Pierce,Florida
F9PE CA 0 4930
697 NW Coourodity Cm e
Port SL Lude.FL 34966
�) Phone:772-9243575[Par.772.924-3590 O
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Test Results -h
Optimum Maximum In Place In Platte Probe MinfMax
Retest Test Sail Moisture Dry Density Moisture Dry Density Depth Percent Comp. m
Test# Of Date Proctor ID Method Classification % pcfi ye p In Compaction `Yo Remark o°oo
145 4110120 P-1 WA 10.4 120.2 8.1 117.1 12 97 951105 Pass C1
146 4/10/20 P-1 N/A 10.4 120.2 8.4 116.5 12 97 951105 Pass
147 4110/20 P-1 N/A 1 10.4 1 120.2 8.0 117.7 12 1 98 95/105 Pass N
Test Information i-
Gauge ~'
Test# Test Location Elevation Reference Make I Model/SN/Calibrated Field Technician Cn
145 Above Stripped Surface:Lot 69,Conifer Dr,NW Corner 0-1 ao
Troxler/3430/35058/ Stone,Brent °o
146 Above Stripped Surface:Lot 69,Conifer Dr.Center 0-1 Troxler/3430 135058/ Stone,Brent
147 Above Stripped Surface:Lot 69,Conifer Dr,SE Comer 0-1 Troxler13430/35058/ Stone,Brent
Remarks Comments
Pass:Tests results comply with specifications Tests are'Direct Transmission'(Method A)unless probe depth is noted as 0
'Sackscatter'.Gauge calibration data on file with the lesting agency. D
N
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Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. 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: r� -r
Report Date:4/10/2020 GHO Homes Corporation 15-0338.00
p Test Method:ASTM D 6938 590 NW Mercantile Place Meadowood Golf &Country Club
Pon sL Ludo Port St.Lucie,FL 34986 Fort Pierce,Florida
FBPE CA 0 4930
607 NW 00=10dity Cave .
Part SL Lud°.FL 34986 - -n
Phone:772-9243575I Fax 772-924-3580 � -3
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Test Results -n
Optimum Maximum In Place In Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test# Of Date ProctorlD Method Classification °/a pcfi (Peg Compaction % Remark o°oo
145 4/10120 P-1 NIA 10.4 120.2 8.1 " 117.1 12 97 951105 Pass LO
146 4110/20 P-1 N/A 10.4 120.2 8A 116.5 12 97 951105 Pass �
147 4110/20 P-1 N/A 10.4 120.2 1 8.0 117.7 1 12 1 98 1 95/105 Pass • H
Test Information
Gauge
Test# Test Location Elevation Reference Make I Model/SN/Calibrated Field Technician00
o'
145 Above Stripped Surface:Lot 69,Conifer Dr.NW Corner 0-1 Troxter/3430 135058/ Stone,Brent O0
146 Above Stripped Surface:Lot 69,Conifer Dr.Center 0.1 Troxter/3430/35058/ Stone,Brent
147 Above Stripped Surface:Lot 69,Conifer Dr,SE Comer 0-1 Troxler 1 3430/35058/ Stone,Brent
Remarks Comments --i
Pass:Tests results comply with specifications Tests are'Direct Transmission'(Method N unless probe depth is noted as N
'Sackscatter'.Gauge calibration data on file with the testing agency. D
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Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. 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 Client: Project:
Gauge s-
t:
Report Date:4/10/2020 GHO Homes Corporation 15-0338.00
Test Method:ASTM D 6938 690 NW Mercantile Place Meadowood Golf &'Country Club
Pon sL Ludo Port SL Lucie,FL 34986 Fort Pierce,Florida
FBPE CA 0 4930
fi07 ty1fV CotennodAy Cove
Port St.Lude.FL 34986 -9
Phone:772-92435751 Paz 772-924-3580 - -3
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Test Results -n
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Optimum (Maximum In Place In Place Probe MInIMax
Retest Test SolF Moisture Dry Density Moisture Dry Density Depth Percent Comp. rn
Test# Of Date ProctorlD Method Classification % pcf) % p In Compaction % Remark 0000
145 4/10120 P-1 NIA 10.4 120.2 8.1 117.1 12 97 951105 Pass coo
146 4/10/20 P-1 NIA 10.4 120.2 8.4 116.5 12 97 95/105 Pass
147 4110/20 P-1 N/A 10.4 1 120.2 8.0 1 117.7 12 98 95/105 Pass ,N
Test Information N
m
Gauge
Test A Test Location Elevation Reference Make I Model/SN/Calibrated Field Technician o'
00
145 Above Stripped Surface:Lot 69,Conifer Dr,NW Corner 0-1 Troxier/3430 135058/ Stone,Brent 00
146 Above Stripped Surface:Lot 69,Conifer Dr,Center 0-1 Troxier/3430 1 35058/ Stone,Brent 6
147 Above Stripped Surface:Lot 69,Conifer Dr,SE Comer 0-1 Troxier 1 3430 1 35058! Stone,Brent C>
Remarks Comments
Pass:Tests results comply with specifications Tests ere'Direct Transmission'(Method A)unless probe depth is noted as
'Backscatter".Gauge calibration data on fife with the testing agency. D
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Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. . 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:a� ���
Report Date:4/10/2020 GHO Homes Corporation 15-0338.00
Test Method:ASTM D 6938 590 NW Mercantile Place Meadowood Golf &Country Club
Pon sL Ludo Port St.Lucie,FL 34986 Fort Pierce,Florida
FBPE CA 0 4930
60T NW Commodity Cove
Port 8L Lude.FL 34986 T
Phone:772-92435751 For.772.924.3580 C
Test Results -+
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Optimum Maximum In Place In Place Probe MIn/Max
Retest Test Sail Moisture Dry Density Moisture Dry Density Depth Percent Comp. 0)
Test# Of Date Proctor ID Method Classification % °o� 90 Remark oo
145 4/10120 P-1 NIA 10.4 120.2 8.1 117.1. 12 97 951 105 Pass 1.0
146 . 4/10/20 P-1 N/A 10.4 120.2 8.4 116.5 12 97 951105 Pass
147 4110/20 P-1 N/A 10A 120.2 8.0 117.7 12 98 95/105 Pass N
Test Information N
C)
Gauge
Test# Test Location Elevation Reference Make/Model I SN I Calibrated Field Technician
00
145 Above Stripped Surface:Lot 69,Conifer Dr.NW Corner 0-1 Troxler 13430 135058/ Stone,Brent °o
146 Above Stripped Surface:Lot 69,Conifer Dr.Center 0-1 Troxter 13430/35058/ Stone,Brent _ o
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147 Above Strlpped.Surface:Lot 69,Conifer Dr,SE Comer 0-1 Troxler/3430/35058/ Stone,Brent
Remarks I Comments
Pass:Tests results comply with specifications Tests are'Direct Trartsmisslon•(Method a)unless probe depth is noted as
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'Backscattee.Gauge calibration data on file with the testing agency. D
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Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. 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.