HomeMy WebLinkAboutCompaction Test17L,)7, (DIY U.
Soil Nuclear Gauge
Client:
Project:
Report Date: 1/4/2018
Doyle Masonry, Inc.
17-6476.00
aP
Test Method: ASTM D 6938
P.O. Box 12339
Doyle Masonry, Inc. 2017-2018 Master
Port St. Lucie
Fort Pierce, FL 34979-2339
Agreement
FBPE CA# 4930
Various Locations
607 NW Commodity Cove
FL
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
N
Maximum
Dry Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
1/4/18
P-1
N/A
11.0
108.0
10.9
102.6
12
95
951105
Pass
2
1/4/18
P-1
N/A
11.0
108.0
10.1
103.1
12
95
95/105
Pass
3
1/4/18
P-1
N/A
11.0
108.0
1 9.9
1 103.4
1 12
1 96
1 95/105 1
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: 5551 South Winds Trail, Lake Wood Park, Fort Pierce, Shed
foundation pad, Southwest section (PERMIT # 17070146)
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
2
Below Slab Grade: 5551 South Winds Trail, Lake Wood Park, Fort Pierce, Shed
foundation pad, Northeast section (PERMIT # 17070146)
0-1
Troxler / 3430 / 29796 /
Smith; Johnnie
3
1 Below Slab Grade: 5551 South Winds Trail, Lake Wood Park, Fort Pierce, Shed
foundation pad, Center section (PERMIT # 17070146)
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
Remarks
I 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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