HomeMy WebLinkAboutMW262 Density`11\111111 ////
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;J7�1r) Kent, 46.E. lz Z
A4sior$A4j jpeer# 0,48
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Soil Nuclear Gauge
Client:
Project:
Test #
Report Date: 8/6/2020
GHO Homes Corporation
15-0338.00
"yes„,roH'`
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Port St. Wel.
8/5/20 P-1
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA # 4930
12
97 95/105
607 NW Commodxy Cove
164
815/20 P-1
N/A 10.4
Port SL Lucie. FL 34986
116.9
12
Phone- M-924-35751 Fax: 772-924-3580
Pass
165
8/5/20 P-1
`11\111111 ////
............
NT
;J7�1r) Kent, 46.E. lz Z
A4sior$A4j jpeer# 0,48
St0of•FlatDP.-'
%ss!ONAU1E
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 seated and the signature must be verified on any electronic copies.
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Test Results
Test #
Retest Test
Of Date Proctor ID Method
Optimum
Soil Moisture
Classification (%)
Maximum In Place
Dry Density Moisture
(pcf) (°h
In Place
Dry Density
a
Probe
Depth
(in)
Min/Max
Percent Comp.
Compaction %
Remark
163
8/5/20 P-1
N/A 10.4
120.2 8.9
116.1
12
97 95/105
Pass
164
815/20 P-1
N/A 10.4
120.2 8.6
116.9
12
97 95/105
Pass
165
8/5/20 P-1
N/A 10.4
120.2 9.1
116.2
12
97 95/105
Pass
Test Information
Test #
Test Location
Elevation Reference
Gauge
Make! Model / SN / Calibrated
Field Technician
163
Below Slab Grade: Lot 262, 2986 Bent Pine Dr., Permit# 2006-0521, NW Corner 1-2
Troxler /3430 / 25093 /
Stone, Brent
164
Below Slab Grade: Lot 262, 2986 Bent Pine Dr., Permit# 2006-0521, Center 1-2
Troxler / 3430125093 /
Stone, Brent
165
Below Slab Grade: Lot 262, 2986 Bent Pine Dr., Permit# 2006-0521, SE Comer 1-2
Troxler / 3430 / 25093 /
Stone, Brent
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.
163,164,165: 0-1' HCP=50+, > 95 % Compaction, PASS. HCP tests
are empirically correlated to the relative density of the soil.
`11\111111 ////
............
NT
;J7�1r) Kent, 46.E. lz Z
A4sior$A4j jpeer# 0,48
St0of•FlatDP.-'
%ss!ONAU1E
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 seated and the signature must be verified on any electronic copies.
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