HomeMy WebLinkAboutSOIL NUCLEAR GAUGE 2-26-18Soil Nuclear Gauge
Client:
Project:
Report Date: 2/26/2018
Doyle Masonry, Inc.
17-6476.00
Test Method: ASTM D 6938
P.O. Box 12339
Doyle Masonry, Inc. 2017-2018 Master
Port Stt.. Lucie
Fort Pierce, FL 34979-2339
Agreement
F13PECA#4930
Various Locations
607 NW Commodity Cove
FL
Port St. Lucie, FL 34986
Phone: 772-924-3575 i Fax: 772-924-3580
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
4
2/26/18
P-1
N/A
11.0
108.0
10.9
102.6
12
95
95 / 105
Pass
5
2/26/18
P-1
NIA
11.0
108.0
10.1
103.1
12
95
95 / 105
Pass
6
2/26/18
P-1
N/A
11.0
108.0
9.9
103.4
12
96
95 / 105
Pass
7
2/26/18
P-1
N/A
11.0
108.0
10.0
103.5
12
96
95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN I Calibrated
Field Technician
4
Footing: 4851 Bald Cypress Trail, Fort Pierce, Foundation Pad, East Section
0-1
Troxler / 3440 / 27976 /
Smith, Johnnie
5
Footing: 4851 Bald Cypress Trail, Fort Pierce, Foundation Pad, West Section
0-1
Troxler / 3440 / 27976 /
Smith, Johnnie
6
Footing: 4851 Bald Cypress Trail, Fort Pierce, Foundation Pad, South Section
0-1
Troxler / 3440 / 27976 /
Smith, Johnnie
7
1 Footing: 4851 Bald Cypress Trail, Fort Pierce, Foundation Pad, North Section
1
10-1
Troxler / 3440 / 27976 /
Smith, Johnnie
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.
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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.
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