HomeMy WebLinkAboutSOIL NUCLEAR GAUGE 8-2-18.UMNam' - Pg1.2,U17- 160 �!> r 466
BY - Soil Nuclear Gauge Client: Project: ror-e<u
Sude0ag Report Date: 7/13/2018 Richard K. Davis Construction Corporation 18-4630.00
�`'�rsxAro`'pv Test Method: ASTM D 6938 P.O. Box 186 Richard K. Davis Construction Corporation 20,18
Port St. Lucie Fort Pierce, FL 34954 Master Agreement
FBPECA#4930 Various Locations
607 NW Commodity cove FL
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 lD
Method
Classification
N
(pcf)
N
(pcf)
(in)
Compaction
N
Remark
15
7/11/18
7894 - D1557
N/A
10.7
107.4
9.1
103.3
12
96
95 / 105
Pass
16
7/11/18
7894 - D1557
N/A
10.7
107.4
9.8
103.8
12
97
95 / 105
Pass
17
7/11/18
7894 - D1557
N/A
10.7
107.4
9.3
103.1
12
96
95 / 105
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model 1 SN / Calibrated
Field Technician
15
Below Slab Grade: Hammer Residence Hanger, 18503 Mach One Drive, Port St Lucie,
0-1
Troxler / 3430 / 34151 /
Baker, Jeff
Northwest Corner
16
Below Slab Grade: Hammer Residence Hanger, 18503 Mach One Drive, Port St Lucie,
0-1
Troxler / 3430 / 34151 /
Baker, Jeff
Southeast Comer
17
Below Slab Grade: Hammer Residence Hanger, 18503 Mach One Drive, Port St Lucie,
0-1
Troxler / 3430 / 34151 /
Baker, Jeff
Center area
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.
15, 16, 17: 1-2, 2-3 HCP=40+, > 95 % Compaction, PASS. HCP tests
are empiricallycorrelated to the relative density of the soil.
peP �rl
,?dco, �kx -" Co
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
0 63
_ /2018
Lr
t,STpp ATEFF OF
Pr;%-n§t5R !e t' 8
States R, 10�G
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