HomeMy WebLinkAboutSOIL NUCLEAR GAUGEp
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Phone:T 2-924.35751 Fax: 772-9244580
Soil Nuclear Gauge
Report Date: 7/12/2018
Test Method: ASTM D 6938
Client:
TLC Experts
1237 Delaware Ave
Fort Pierce, FL 34950
Project:
18-8080.00
Pine Lake Development Remodel
7700 Pinelake Blvd
PSL, FL 34982
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
Mtn1Max
Comp.
(oyo)
Remark
1
7112/1
- 1
82
104
1155.1
9.98
1153.2
2
98
951105
Pass
7/12/88183-
1
D5557
0.4
11
8
112
12
100
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model! SN I Calibrated
Field Technician
1
Below Slab Grade: 7700 Pine Crest Blvd, Pipe Trench, Center area Permit Number:
1710-0094
0-1
Troxler / T3430 / 347841
Baker, Jeff
2
Below Slab Grade: 7700 Pine Crest Blvd, Pipe Trench, Center area Permit Number:
1710-0094
1-2
Troxler / T3430 / 34784 /
Baker, Jeff
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.
JUL 17 2018
Permitting Department
St. Lucie County, FL
7 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Page 1 of 1
607 NW Commodity Cove • Port St. Lucie, I _ AN (772) 924-3575 • (772) 924-3580
yTERNAX10'0
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Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor)
ASTM D 1557
Project: Pine Lake Development Remodel
Project ID: 18-8080.00
Address: 7700 Pinelake Blvd, Port St Lucie
Report ID: 8183
Client: TLC Experts
Soil Location: Foundation
Sampled By: M Barkley
Date Sampled: 7/12/2018
Tested By: R Robinson
Date Tested: 7/12/2018
Soil Description: Tan fine sand with silt and clay
Test Method Used:
Preparation Method Used: Dry
Type of Rammer: Mechanical
As -received Water Content: N/A
Comments:
118
117
116
V 115
IL
y 114
Z
w
0
112
111
110 1
6
7 8 9 10 11 12 13 14
MOISTURE %
Test report shall not be reproduced, except In full, without the written approval of GFA International
Environmental • Geotechnical • Construction Materials Testing • Special & Threshold I
Florida's Leading Engineering Source
www.teamgfa.com
Dry Density (pc
Moisture
112.7
7.8
114.2
9.2
115.1
10.5
113.6
11.9
Maximum Dry Density (pcf)
115.1
Optimum Moisture (%)
10.4
ial Engineer # 9?59
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VONAevT'` bK Compliance
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