HomeMy WebLinkAboutCompaction testPort St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Ducie. 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.
Fort Pierce, FL 34946
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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.
Page 1 of 1
Test Results
Test #
Optimum Maximum In Place In Place Probe
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth
Of Date Proctor ID Method Classification M (pcf) M (pcf) (in)
Min/Max
Percent Comp.
Compaction M
Remark
1
6122120 1490 - D1557 N/A 11.3 104.2 10.7 100.8
12
97 951 105
Pass
2
6122120 1490 - D1557 N/A 11.3 104.2 11.5 101.5
12
97 951105
Pass
3
6122120 1490 - D1557 N/A 11.3 104.2 10.6 102.1
12
98 95/105
Pass
4
6122!20 1490 - D1557 NIA 11.3 104.2 11.6 102.2
12
98 95/105
Pass
5
6122120 1490 - D1557 N/A 11.3 104.2 10.0 103.0
12
99 95/105
Pass
Test Information
Test #
Test Location Elevation Reference
Gauge
Make ! Model I SN 1 Calibrated
Field Technician
1
Above Stripped Surface: Building pad, West Corner 1-2
Troxler 1 3430 124566 1
Hayes, Sean
2
Above Stripped Surface: Building pad, East Corner 1-2
Troxler /3430 1 24566 f
Hayes, Sean
3
Above Stripped Surface: Building pad, South Corner 1-2
Troxler 13430! 245661
Hayes, Sean
4
Above Stripped Surface: Building pad, North Corner 1 1-2
Troxler 13430 ! 245661
Hayes, Sean
5
JAbove Stripped Surface: Building pad, Center of pad 1-2
Troxler! 3430 1 24566
IHayes,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 file 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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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.
Page 1 of 1