HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear Gauge
Report Date: 10/13/2017
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA p 4930
607 NW Commodity Cove
Port SL Lucie, FL 34986
wo .1. —A
Client:
Standard Pacific Homes, South Florida
825 Coral Ridge Drive
Coral Springs, FL 33071-4180
Project:
13-0183.00
Riverbend
St. Lucie County, Florida
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Remark
Test #
Of
Date
Proctor ID
Method
Classification
(%)
(pcf)
M
(pcf)
(in)
Compaction
(%)
123
10/12/17
P-1
N/A,
10.2
116.0
10.3
112.9
12
97
95/105
Pass
124
10/12/17
P-1
NIA
10.2
116.0
10.9
114.3
12
99
95/ 105
Pass
125
10/12/17
P-1
N/A
10.2
116.0
11.5
114.0
12
98
95/105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make I Model / SN
Field Technician
123
Below Pad Grade: Lot 4, Foundation pad. Southeast corner
0-1
Troxler T3430 22260
Liverman, Robert
124
Below Pad Grade: Lot 4, Foundation pad, Center
0-1
Troxler T3430 22260
Liverman, Robert
125
Below Pad Grade: Lot 4, Foundation pad, Northwest corner
0-1
Troxler T3430 22260
Liverman, Robert
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 rile with the testing agency.
123, 124, 125: Below stripped surface 0-1. 1-2, HCP=70+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative densit of the soil.
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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:
Report.Date: 10/13/2017 — Standard Pacific Homes, South Florida 13-0183.00
�a Test Method: ASTN1 D 6938 825 Coral Ridge Drive Riverbend
PorrttSt:Luucie Coral Springs, FL 33071-4180 St. Lucie County, Florida
FBPE CA # 493e
607 W Commodty Cove
Port St.' Lucie. FL 34986
Phone: 771924-3575 ( Fax: 772-924-356e
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry. Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Mintmax
Comp.
NO
Remark
123
10/12/17
P 1
N/A
10.2
116.0
1 o,3
112.9
12
97
95 / 105
Pass
124:
16m2117
P-1;
NlA
10.2
116.0
10,9
114.3
12
99
95 / 105
Pass
125
101121.17
1 P-1
I
N/A
10.2
1 116.0
1 11.5
114.0
1 12
t 98
95./ 105
Pass
- Test Information `
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
123.
Below Pad Grade: Lot:4, Foundation pad, Southeast corner
0=1
Teoxler TUN 22260'
Liverman. Robert
124
Below Pad Grade: Lot4, Foundation pad, Center
0-1
Troxler T3430 22260
Liverman, Robert
125
Below Pad Grade: Lot 4. Foundation pad. Northwest -comer
0-1
Trox* T3430 7-2260
Liverman, Robert
Remarks
Comments
Pass: Tests results comply with specifications
—
Tests are "Direct. Transmission' (Method A).tinless probe depth is noted as
"Backscatter". Gauge calibration data on file vrith the testing agency.
123,124, 125: Below stripped surface 0-1, 1-2, HCR=70+, > 95
Compaction, PASS: HCP tests are empirically correlated to the
rela&e densi ' bf the soil.
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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.