HomeMy WebLinkAboutCompaction TestPort St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 5/27/2020
Test Method: ASTM D 6938
Client:
Surfside Rockscapes, Inc.
904 West Weatherbee Road
Fort Pierce, FL 34982
Project:
19-4668.00
Surfside Rockscapes, Inc. 2019 Master
Agreement
North Palm Beach, Martin, Saint Lucie,
Indian River, Okeechobee and Brevard
Counties...
FL
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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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Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
pcf)
Probe
Depth
(in)
Min/Max
Percent Comp.
Compaction N
Remark
5
5122120
P-1
N/A
11.3
106.3
10.2
103.9
12
98 951105
Pass
6
5122120
P-1
NIA
11.3
106.3
11.1
103.7
12
98 951105
Pass
7
5122120
P-1
NIA
11.3
1 106.3 1
9.9
1 103.4
1 12
1 97 951105
1 Pass
8
5122120
P-1
NIA 1
11.3
106.3 1
11.2
103.6
1 12
1 97 1 95/105 1
Pass
Test Information
Test # Test Location Elevation Reference
Gauge
Make I Model 15N I Calibrated
Field Technician
5
Pool Backfill: 2445 Jernigan Rd, Ft Pierce, West Side of pool 0-1
Troxler 1 3430 1 24566 1
Hayes, Sean
6
Pool Backfill: 2445 Jernigan Rd, Ft Pierce, East Side of pool 0-1
Troxler 1 3430 124566 1
Hayes, Sean
7
Pool Backfill: 2445 Jernigan Rd, Ft Pierce, North Side of pool 0-1
Troxler 1 3430 / 24566 1
Hayes, Sean
8
Pool Backfill: 2445 Jernigan Rd, Ft Pierce, South Side of pool 0-1
Troxier 13430 124566 1
Hayes, 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.
5, 6, 7.8: 1-2, 2-3, 3-4, 4-5, 5-6' HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
the soil.
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No 6321
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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