HomeMy WebLinkAbout20-8137.00 - 1-5 BUILDING PAD Soil GaugeyTERNATIONP
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port 51, Lucie. FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 6/29/2020
Test Method: ASTM D 6938
Client:
Proctor Construction Company, Inc.
2050 US Hwy 1 Suite 200
Vero Beach, FL 32960
Project:
20-8137.00
Al Truss Maintenance Building - CMT
4451 St. Lucie Blvd.
Fart Pierce, FL 34946
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
M
Remark
1
6122/20
1490 - D1557
N/A
11.3
104.2
10.7
100-8
12
97
951 105
Pass
2
6/22/20
1490 - D1557
N/A
11.3
104.2
11.5
101.5
12
97
95 1 10 1
Pass
3
11
6/22/20
1 1490 - D1557
NIA
1 11.3
1 104.2
1 10.6
1 102.1
1 12
1 98
1 95 / 105
Pass
4
6122/20
1490 - D1557
NIA
11.3
104.2
11.6
102.2
12
98
95 / 105
Pass
5
6/22/20
1490 - D 1557
NIA
11.3
104.2
10.0
103.0
12
99
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN 1 Calibrated
Field Technician
1
Above Stripped Surface: Building pad, West Corner
1-2
Troxler / 3430 124566 1
Hayes, Sean
2
Above Stripped Surface: Building pad, East Corner
1-2
Troxler 13430 / 24566 /
Hayes, Sean
3
Above Stripped Surface: Building pad, South Corner
1-2
Troxler 13430 124566 1
Hayes, Sean
4
Above Stripped Surface: Building pad, North Corner
1-2
Troxler 13430 124566 1
Hayes, Sean
5 JAbove
Stripped Surface: Building pad, Center of pad
1-2
Troxler! 3430 / 24566
JHayes,Sean
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.
1, 2, 3, 4, 5: Below stripped surface 0-1', Above stripped surface 0-1.
1-2' HCP 40+, > 95 % Compaction, PASS. HCP tests are empirically
correlated to the relative density of the soil.
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