HomeMy WebLinkAboutSOIL NUCLEAR GUAGEN
Soil Nuclear Gauge
Client:
Project:
Report Date: 10/1912015
Commercial Contractors, Inc.
14-0097.02
Test Method: ASTIVI D 6938
16745 Comstock Street
Savanna Club Community Threshold
Pad SL Wele
Grand Haven, MI 49417
3492 Crabapple Drive
FVE CA 0 4930
Port St. Lucie, FIL
521 NW Enterprise Drive
Pad a Lucie. � U986
Prom: 7M�924-3675 I Fax: 772-924-3580
Tfist'ResUts-
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(Pcf)
In Place
Moisture
V/-)
In Place
Dry Density
(Pcf)
Probe
Depth
(in)
Percent
Compaction
MInIMax
Comp.
N
Remark
1
10/13115
P-1
Bldg. Pad
9.9
112.1
10.8
109.8
12
98
95/105
Pass
2
10/13/15
P-1
Bldg. Pad
9.9
112.1
10.3
111.2
12
99
951105
Pass
3
10/13115
P-1
Bldg. Pad
9.9
112.1
10.3
111.2
12
99
95/105
Pass
4
10/13115
P-1
Bldg. Pad
9.9
112.1
9.9
112.9
12
101
95/105
Pass
5
10113115
P-1
Bldg. Pad
9.9
112.1
11.2
110:2
12
98
951105
Pass
Test lirrrohmallc�n
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
1
Below Slab Grade: Breezeway Foundation, South End
0-1
Troxler T3430 22260
Thomas, Kenneth
2
Below Slab Grade: Breezeway Foundation. East End
0-1
Troxler T3430 22260
Thomas, Kenneth
3
Below Slab Grade: Breezeway Foundation, Center Area
0-1
Troxier T3430 22260
Thomas. Kenneth
4
Below Slab Grade: Breezeway Foundation, North End
0-1
Troxier T3430 22260
Thomas, Kenneth
5
Below Slab Grade: Breezeway Foundation, West End
0-1
Troxier T3430 22260
Thomas, Kenneth
Remarks�;
doinments
�*Relatiic ass.
[-�a—s—yTests results comply with specifications
Tests am *Direct Transmission'(Method A) unless probe depth Is noted as'Backscafter.
lGauge calibration data on file with the testing agency.
Test #
RelateclTesto
Test Type
SC
'Ptjoel)
St. L"rke (;()Unty
Test Reports shalt not be reproduced, except in full, without the written approval of GFA International Inc.
1111111A
-D W.
A L F-
flail,
0