HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear' Gauge ,
Client:
Report Date: 1/8/2018 American Po ols & Spas
Test Method: ASTM -D 6938 7320.Narcoossee Rd
Port St: Lucie Orlando, FIL
'FBPE CA# 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 7727924-3575 1 Fax: 772-924-3580
Project:: 140. 171
14-233T00
American Pools - Various Projects
e t Results
s es s,
Test #
:Retdst
Of
Test
-Date
:Prbctor ID
• Method
Soil
Classification
Optimum
Moisture
(9/6)
Maximum,.
Dry:Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
. .(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
- Remark
544
1/4/18 -
.13-14
N/A
9.0
112.0
4.0
110.2
12
98
98/105
Pass
545
114/18
P-14
N/A.
9.0
1*12.0
3.1
111.3
12
99
98/105
Pass
646.
1/4[18
P-14
'.N/A.
9.0
'1120
4:9-
113.6
12
-101
98/106.
Pass'
-547
1/4/18,
f.14
N/A:
9.0
112.0.
6.9
110.3
12'
98
98/105.
Pass-
Testliiformitiofi
.
Test
Test Location
Elevation.
Reference.
Gauge
Make Model / SN Calibrated
Field Technician
544
R io Backfill:& Ddck:'3024-Sho�eslde Drive, Ft -Pierce:, Soutfi.Section: (PERMIT 1-01
0
?QZ1i10&R1 71A.
0'1
Tr'oxler/ 3430 29796* /
Smith, Johnnie
.5.45
Pool &ickfill & Deck: 3924 Shoresicle Drive; Ft Pierce, West Section (PERMIT 1710-
0130) . 1. . . .- - - - .. ., - . . ..
.
0-1
Troxier /-3430 h29796 /
Smith, Johnnie
546
P661 Backfill.& Deck: 3924 §hord§ide Drive, Ft Pierce, East. Se6tion,(PERM IT # 1710-
0130).
011
TroxIer. 3430 / 29796 /
Smith, Johnnie
547
Pool Backfill & Deck: 9924 Shoreside Drive, Ft Pierce, North Section (PERMIT # 1710-
0130)
0-1,
Tr . oxler 13430 / 29796 /
Smith, Johnnie
--Remarks'
.... I . . . . - . : ..: , ' :Comments
Pass: Tests results comply with specifications Tests, are "Direct Transmission" (Method, A) unless probe depth is noted as:
"Backsc.after".. Gauge calibration data on file With the testing agency.'.
544:
172, 2 3, 341,475 HCP=7
0+, > 495 % Compaction', PASS. HCP
tests are empirically correlated to the -relative densi tv of the Soil.
500......
0
"%CE N
_Z:
No. 84146 0—
n
�h h;s Dqft*WntanQ
6
State. �&/1,11a%A
Test, Reports shall not be reproduced, except in full, without the written approval'of GFA International Inc.
Digitally signed printed copies of this document arenot-conside
red signed and sealed and the signature must be verified on any electronic 'copies.
Page 1 of I
P,
bPROVED,
r
Soil Nuclear Gauge
Client:
Project: 40 - M I L
Report Date: 1/8/2018
American Pools & Spas
14-2337.00
•yFRNAr`o�,V
Test Method: ASTM D 6938
7320 Narcoossee Rd
American Pools - Various Projects
Port St. Lucie
Orlando, FL
FBPE CA # 4930
607 NW Commodity Cove
Port St Lucie, FL 34986
Phone: 772-9243575 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
544
1/4/18
P-14
N/A
9.0
112.0
4.0
110.2
12
98
98 / 105
Pass
545
1/4/18
P-14
N/A
9.0
112.0
3.1
111.3
12
99
98 / 105
Pass
546
1/4/18
P-14
N/A
1 9.0
1 112.0
1 4.9
1 113.6
12
1 101
1 98 / 105 1
Pass
547
1/4/18
P-14
N/A
9.0
112.0
6.9
110.3
12
98
98 / 105
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
544
Pool Backfill & Deck: 3924 Shoreside Drive, Ft Pierce, South Section (PERMIT t710
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
-0130)
545
Poo B, ckfill & Deck: 3924 Shoreside Drive, Ft Pierce, West Section (PERMIT # 1710-
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
i
o0)
546
Pool Backfill & Deck: 3924 Shoreside Drive, Ft Pierce, East Section (PERMIT # 1710-
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
0130)
547
Pool Backfill & Deck: 3924 Shoreside Drive, Ft Pierce, North Section (PERMIT # 1710-
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
0130)
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.
544: 1-2, 2-3, 3-4, 4-5 HCP=70+, > 95 % Compaction, PASS. HCP
tests are emnirically correlated to the relative density of the soil.
DOMINICM����ii
\�o�PC\CENSF O�9/i
* : No. 84146
ih(&aS Dc nj jj ontari'Z71
Pr6fIQttI�F$eY 1�46
State 6fM/1/AL ``������
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. J KU V U1of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Soil Nuclear- Gauge Client: Project:
Report Date: 1/24/2018 American Pools & Spas 14-2337.00
ape. Test Method: ASTM D 6938 7320 Narcoossee Rd American Pools Various Projects
Port St.. Lucie
cie Orlando, FL
u
FBPE CA # 4930
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
544
1/4/18
P-14
N/A
9.0
112.0
4.0
110.2
12
98
98 / 105
Pass
545
1/4/18
P-14
N/A
9.0
112.0
3.1
111.3
12
99
98 / 105
Pass
546
1/4/18
P-14
N/A
9.0
112.0
4.9
113.6
12
101
98 / 105
Pass
547
1/4/18
P-14
N/A
9.0
112.0
6.9
110.3
12
98
98 / 105
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make I Model / SN I Calibrated
Field Technician
544
Pool Backfill & Deck: 3924 Shoreside Drive, Ft Pierce, South Section (PERMIT # 1710
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
-0130)
545
Pool Backfill & Deck: 3924 Shoreside Drive, Ft Pierce, West Section (PERMIT # 1710-
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
0130)
546
Pool Backfill & Deck: 3924 Shoreside Drive, Ft Pierce, East Section (PERMIT # 1710-
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
0130)
547
Pool Backfill & Deck: 3924 Shoreside Drive, Ft Pierce, North Section (PERMIT # 1710-
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
0130)
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.
544: 1-2, 2-3, 3-4, 4-5 HCP=70+, > 95 % Compaction, PASS. HCP
tests are em iri ally correlated to the relative density of the soil.
Off•• �' F � �;
* : No. 84146
PERMIT # 1710-0130
�*I s D%V onta.iiq
Pr4reR tiraefl[�v&golf of �—1 6
State o1. f� �
/�Illllllll��
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