HomeMy WebLinkAboutSOIL NUCLEAR GAUGEc
Soil Nuclear Gauge
Client:
Project:
GF�
Report Date: 7/25/2018
GHO Homes Corporation
18-8162.00
"FRNAT�NPv
Test Method: ASTM D 6938
590 NW Mercantile Place
Lot 35
Port St. Lucle
Port St. Lucie, FL 34986
15343 Waldo Pepper Drive
FSPE CA#4930
Port St Lucie
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
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
9
7118/18
P-1
N/A
10.6
112.2
9.3
111.0
12
99
95 / 105
Pass
10
7/20/18
P-1
N/A
10.6
112.2
9.7
111.3
12
99
95 / 105
Pass
11
7/20/18
P-1
N/A
1 10.6
112.2
8.6
110.6
1 12
99
95 / 105
Pass
12
7/20/18
P-1
N/A
10.6
112.2
9.7
110.7
12
99
951105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
9
Above Stripped Surface: Center of Pad
2-3
Troxler / 3430 / 24566 /
Baker, Jeff
10
Above Stripped Surface: Southeast Comer
3-4
Troxler / 3430 / 24566 /
Baker, Jeff
11
Above Stripped Surface: Northwest Comer
3-4
Troxler / 3430 / 24566 /
Baker, Jeff
12
jAbove Stripped Surface: Center of pad
1
13-4
Troxler / 3430 / 24566 /
Baker, Jeff
— --�
Remarks
Comments
Pass: Tests results comply with -specifications—
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
I-Backscafter". Gauge calibration data on file with the testing agency.
� M �,�` �ONN • KEIVT '�•
RECEIVED 63218
Permit # 18050545 AUG 08201
8
k-
�enf"P of
ST. Lucie County, Permitting �3JQ �R7�!y)Ci ?� 63218
FILE COPY
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 2 of 2
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
.�{G.�Fi�
,�'FRNATaaP
Part St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 7/25/2018
Test Method: ASTM D 6938
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
Project:
18-8162.00
Lot 35
15343 Waldo Pepper Drive
Port St Lucie
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
7/16/18
P-1
N/A
10.6
112.2
8.9
109.6
12
98
95 / 105
Pass
2
7116/18
P-1
N/A
10.6
112.2
9.6
110.4
12
98
95 / 105
Pass
3
7/16/18
P-1
N/A
10.6
112.2
9.2
110.0
12
98
95 / 105
Pass
4
7/17/18
P-1
N/A
10.6
112.2
9.0
111.3
12
99
95 / 105
Pass
5
7/17/18
P-1
N/A
10.6
112.2
8.4
110.7
12
99
95 / 105
Pass
6
7117/18
P-1
N/A
10.6
112.2
8.6
110.4
12
98
951105
Pass
7
7/18/18
P-1
N/A
10.6
112.2
9.0
110.2
12
98
951105
Pass
8
7/18/18
1 P-1
N/A
10.6
112.2
1 9.8
1 111.3
12
99
1 951105 1
Pass
Test
Information
-Test-#_
lest Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Above Stripped Surface: Southeast-Comer-of_P_ad___
0-1
Troxier/ 3430 / 24566 /
Baker, Jeff
2
Above Stripped Surface: Northwest Comer of Pad
---
0-1
Troxler / 3430 / 24566 /
Baker, Jeff
3
Above Stripped Surface: Center of Pad
0-1
Troxier/-3430 /-24566-/ ___ _
Baker, Jeff
4
Above Stripped Surface: Northeast Comer of Pad
1-2
Troxier / 3430 / 24566 /
Baker, Jeff ---
5
Above Stripped Surface: Southwest Comer of Pad
1-2
Troxier / 3430 / 24566 /
Baker, Jeff
6
Above Stripped Surface: Center of Pad
1-2
Troxier / 3430 / 24566 /
Baker, Jeff
7
Above Stripped Surface: Northwest Comer of Pad
2-3
Troxier / 3430 / 24566 /
Baker, Jeff
8
Above Stripped Surface: Southeast Comer of Pad
2-3
Troxier / 3430 124566 /
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.
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 2