HomeMy WebLinkAboutCompaction test 4 ' r
Soil Nuclear Gauge Client: Project: �
Report Date:2/21/2018 American Pools&Spas 17-7653.00
p� Test Method:ASTM D 6938 7320 Narcoossee Rd American Pools 2017-2018 Master Agreement
Orlando, FL Various Locations
Port St.Lucie
FBPE CA#4930 FL
607 NW Commodity Cove '
Port St.Lucie,FL 34986 -
Phone:772-924-3575 1 Fax:772-924-3580
Test-Results;
Optimum Maximum In Place In Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density. Depth Percent Comp.
--- Test#-—Of . Date--- Proctor ID Method Classification (%) (pcf) (%) (pcf) (in) Compaction- (%) Remark
5 2/19/18 P10 D N/A 11.7 110.0 13.4 109.0 12 99 98/105 Pass
6 2/19/18 P10 D N/A 11.7 110.0 12.4 110.7 12 101 98/105 Pass
7 2/19/18 P10 D N/A 11.7 110.0- 12.0 110.1 12 100 98/105 Pass
8 2/19/18 P10 D N/A 11.7 110.0 11.8 109.4 12 99 98/1 05 Pass
Test'Information
Gauge
Test# Test Location Elevation Reference Make!Model/SN/Calibrated Field Technician
5 Pool Backfill&Deck:8201 S Indian River Drive,Ft:Pierce,W Section(PERMIT# 0-1 Troxier/3440/27976/ Smith,Johnnie
1710-0128)
6 Pool Backfill&Deck:8201 S Indian River Drive,Ft.Pierce,E Section(PERMIT#1710 0-1 Troxler 13440/27976/ Smith,Johnnie
-0128)
7 Pool Backfill&Deck:8201 S Indian River Drive,Ft.Pierce,N Section(PERMIT#1710 0-1 Troxler/3440/27976/ Smith,Johnnie
-0128)
8 Pool Backfill&Deck:8201 S Indian River Drive,Ft.Pierce,S Section(PERMIT#1710 0-1 Troxler'/3440/27976/ Smith,Johnnie
-0128)
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. -
5:1-2,2-3,3-4,4-5 HCP=70+,>95%Compaction,PASS.HCP tests
are-empirically correlated to the relative density of the soil. \\ t t 1 I I I I► /,
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No 63218
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—Test-Reports-shall not be reproduced—excepfin full,-Without-the wtitten approval of-GFA International-Inc.--— -- age 1 of 1
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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