HomeMy WebLinkAboutSOIL NUCLEAR GAUGEPod St. LUCIO
FSPE CA# 4930
521 " EeIOVSO
Pod St. Lu;le, FL 34986
Soil WOW Gauge Client: Project,
Report Date: 2/16/20116 Harbour Ridge property owners Association. Inc. 15-0757.00
Test Methodt ASTIVI D 6938 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center
Palm City, FL 34990 12600 Harbour Ridge Blvd.
Palm City, FL
'Test RitdUlte,,
Optimum
Maximum In Place
In Place
Probe
MInIMax
Retest Test Soil
Moisture
Dry Density Moisture
Dry.Density
Depth
Percent Camp.
Comoaction NO
Remark
Test#
Of Date Proctor ID Method Classification
N
c %
9.1
facf)
115.6
(in)
12 1
100 981105
Pass
7
_8
2(16116 P-1 N/A
9.2
9,2
116.1
116.1 9.6
116.2
12 1
—
100 981105
Pass
2116116 1 P-1 NIM
NIA 1
9.2
116.1 8;8
115.2
12
99 98/105
Pass
9
2116116
P-1 N/A
9.2
—7-161 8-5
11-6.6
12
100 981105
Pass
10 2/16/16 1
Ubtinforniation
Gauge
I Elevation lReference
Make I Model I SN
Field Technician
Test #
Test Location
0-1
Tmxler T3430 36442
Rivera, Angel
7
Below Fooling Grade: Footings. Center of North Footing
ID-1
Troxier T3430 36442
Rivera, Angel
8
Below Footing Grade: Footings, Center of East Footing
10-1
Troxter T3430 36442
Rivera, Angel
9
Footings,Ce as 00"g
Below Fooling Grade: Footings Center
oof Rulth
1
10.1
Troxier T3430 36442
Rivera, Angel
10
Below Fooling Grade: Footings, t err Footing
"
"'n
'domments',
I
- . ,-' Rii
d'
elate ,Tests
Pass: Tests results comply with sped8lcations
Wit M Dl-'t T,n,,I"i' 1- (Method A) unless probe d noted as "Backscatter'.
Tests
Test 0
t#
Related Teat
Test Type
�" g, callb'lln data on file
rlqlls.., d i'.Mvl
FEB 19 2010
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'c(rii I'+ � 1511 - a q I q
SCANNSD
By
St. Lucie COunty
6%%11111111'r ..'
\:4 .' MO
.....
Test Reports shall not be reproduced, except In full, without the written approval of GFA International Inc. Page 1 of 1
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Soil Nuclear Gauge Client: Project:
rC Report Date: 2/16/2016 Harbour Ridge Property Owners Association, Inc. 15.0757.00
qe• a, Test Method: ASTM D 6938 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center
Pert St Lucia Palm City, FL 34990 12600 Harbour Ridge Blvd.
FBPE CAW 4930 Palm City, FL
521 NW EnleTrim Drive
Pon SL Lucia. FL 34995
Pbom: 772-92435751 For 772-92435W
_ ' Test,Result's;
Test#
Retest,
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
V%
Maximum
Dry, Density
O e
In Place
Moisture.
%
In Place
Dry Density
Will
Probe
'Depth
In
Percent
Compaction
Min/Max
Comp.
%,
Remark
7
2116116
P-1
NIA
9.2
116.1
9.1
115.6
12
100
"981105
Pass
8
2/16116
P-1
WA
9.2
116.1
9.5
1162
12
100
981105
Pass
9
2/16116
P-1.
N/A
-9.2
116.1
8.8
-115.2
-12
99
981 105
Pass
10
2116116
P-1
WA
9.2
116.1
8.5
116.5
12
100
98.1105
Pass
Test l6formati6n'
Test #
Test Location
Elevation
Reference
Gauge
Makel/Modell SN
Field Technician
7
Below Footing Grade: Footings, Center of North Footing
0-1
'Troxler T343036442
. Rivera, Angel
8
Below Footing Grade: Footings, Center of East Footing
0-1
Troxier T3430 36442
Rivera, Angel
9
Below Footing Grade: Footings; Center of West Footing
0.1
Troxier T3430 36442'
Rivera, Angel
10
Below. Footing Grade: Footings, Center of South. Footing
10-1
Troxier T3430 36442
Rivera, Angel
Remarks
Comments. w
Ralated'.Tests -
Pass: Tests results comply with specifications
Tests am "Direct Transmission- (Method A) unless probe depth is noted as'Backsmtter'.
Gauge calibration data on file with the testing agency.
I Test #
I Related Test #
Tes! T e
SCANNED
BY
St. Lucie County
Test Reports shall not be reproduced, except in full, without the written approval of International Inc.
4ltttllltNl)f��,
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Page 1 of 1
Soil Nuclear Gauge
Client:
Project:
AReport
Date: 3/8/2016
Harbour Ridge Property Owners Association, Inc.
15-0757.00
'FRNPT�
Test Method:ASTM. D.6938
12600 Harbour Ridge Blvd.,
Harbour Ridge: Lifestyle and Sales: Center
Port SL Lucia
Palm City, FL 34990
12600'Harbour Ridge Blvd.
FBPCA 94930
Palm City, FL
621:w Enterprise Drive
Pod St. Ludo, FL`34986
Phone:772-924.36761 Fax: 772-924.3580
_. Test Results
Test#
'Retest
Of
Test,
-Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dy Density
c
In Place
Moisture
%
In Place
Dry Density
c
Probe:
Depth
In
.Percent.
Compaction
Min/Max
Comp.
(0/<)
Remark
.1
214116
P-1
N/A
9.2
116.1
8.6
113.8
12
98
951 105
Pass
2
214/16
P-1
N/A
9.2
- 116.1
- 9.2
114.2
12
98.
951 105
- Pass
3
214/i6
P-1,
N/A
9.2
116.1
8A
114.9
12
99
951105
Pass
4
.2/5/16
P-1.
N/A
9.2
116.1
7.6
115.1
12
_ 99
951 105
Pass
5
2/5/16.
P-1
N/A.
9:2
116.1
7.8
114.7
12
99
951 105
Pass
eTest Information, , • •' - °" '
Test#Test
Location
Elevation
Reference.
-Gauge
Make IModel '/SN
Field Technician
1
Below Stab Grade: Sales Office: Foundation Area; Northwest Comer
0. 1
Troxler T3430:36442
Marquart, Matthew
2
Below Slab Grade: Sales .Office Foundation Area, Southeast Comer
- -.
0 -1
Troxler T343036442.
Marquart, Matthew
3
Below Slab Grade: Sales Office Foundation Area, Center Area
0.-1
Troxler T3430 36442
Marquart, Matthew
4
Below Slab:Grade:Sales Office Foundation Area; Northeast Comer -
0-1
Troxler T3440 27974•
Marquart; Matthew
`5
Below Slab Grade: Sales Office Foundation Area,. Southwest Comer
0-1
Troxler T344027974
Marquart, Matthew
Remarks: °
3, �`�- ' Coftirnents.. "-
�,>RelatedTest's,-
Pass: Tests results Comply with specifications
Tests are "Direct Transmission'(MethodA)unless probe depth is noted as'Backscatter':
Gauge callbration data on file with, the testing agency.
I Test#
I Related Test#
I Test Type
Test. Reports shall not be reproduced, except in full, without the written approval of'GFA International Inc.
Page 1 of 1
Soil Nuclear Gauge
Client
Project:
Report Date: 5/1112016
Harbour Ridge Property Owners Association, Inc.
15-0757.00
Test Method: ASTM D 6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyleand Sales Center
Pad Luc'
Pok St Lucie
Palm.CitFL 34990
y,
12600 Harbour. Rid eBivd.
g
FBPE MCA 04930
Palm: City, FL
521 NW Enterprise Cdve
Pon at Lucie. FL34986
Phone:772-924J5751 Fax: 772.924-3590
Test Results
Optimum.
Maximum
In Place
In. Place
-Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density.
Depth
Percent
Comp:
Test#.
Df
Date
Proctor ID
Method
Classification
%d)
pe
%
pe
(in)
.Compaction
°/).
Remark
11 _
515116
'P-2
N/A
11.0
1 108.0
1 10.9
1 107.4
12
99
1 951105
Pass
Test Information;.
Gauge
Test #
Test Location
Elevation
Reference
Make /Model ISN
Field Technician
11
1 Below Slab Grade: Southwest Sidewalk of Sales Center
0-1.
Troxler 3430 25093
18aker,.Jeff
(, Remarks'.
Comments i;
*Related Tests
Pass: Tests results comply with specifications
Tests are 'Direct Transmission" (Method A) unless probe depth Is noted, as."aackscatter.
I
Gauge calibratieedata on file with the testing agency.
Test#:
RelatedTesf#
Test Type
�t 1 sit.aaaa ,°
„ 6i1. /20fS F r
inaldW. Moler, P.E.
ofessional Engineer.#'60675,'-
�te�ofFlorida�•;i � � ��� r
Test Reports shall not be reproduced, except^infull, without the written approval of GFA International Inc. Page 1 of
'y�ANATDNP
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
t
A GG GATE BY NUCLEAR
METHODS ( SHALLOW DEPTH)- ASTM 6938
Project:
(� ��.,G �
Project ID: •�-� ,
Address:
J
E- .J
Report ID:
Client;
206f.[;ewl�?Ld _ a
Date: b
Permit No.
Field Tech.:
Test Made: Q %
Area Tested:
iyC (}{�-L (-r
r
Compaction Requirement]%): ^
Soil Description:
Prott4r/LBR ID:�iD Max Dens.(PCF):�
Opt. Moist.(%):
Soil Description:
Proctgr/LBR ID: Max Dens. (PCF):
Opt. Moist.(%):
Sall Description:
Procter/LBR ID: Max Dens. (PCF):
Opt. Molzt. (%):
Water
In Place Dry
Relative
Proctor/LBR ID
Probe
Density
Moisture "
Wet Density
Content
Density
Water
Compaction
Remark
Test Location
Depth (in)
Elevation
•Count
Count
(PCF)
(PCF)
(PCF)
Content(%)
(%)
Pass/Fail
!�
I C-do SAL -es e;rp- D vci-
12
f2-
l n
7e�to
I
Testing Gauge Information: Manufacturer:
P �i/(�qq Model: S/N:
V7_2
9f-
Density Standard (VS):
Moisture Stadard (MS)
11-661,
Remarks:
Mad for Elevation:
Proofrol1
Respectfully Submitted:
SL- Springtime
3,2,3= 3st, 2nd, 3rd Lift
GFA International, Inu
SG - Subgrade
FL =Final Lift
FBPE CA # 4930
BC= Basemurse
BG = Below Grade
BDF= Bottom of Footing ' `
9/Wis
Carlos A. Mercado
TOP -Top of Pie
FG=Finished Grade
Professional Engineer#71707
Test report shall not be reproduced, except In full, without the written approval of GFA International Inc.
State of Florida
• "natructlon Materials Testing • Special a Threshold Inspections o Plan Review & Code Compliance
Florida's Leading Engineering Source
www3eamgfa.com
Soil Nuclear Gauge
Report Date: 5/19/2016
Test Method: ASTM D 6938
.Part St. Welo
FaPE CA #4930
521 NW Enterprise Drive
Pan St Lucie. FL 34986
Phone:772-924-35751 Far. 772-W4.3580
Client Project:
Harbour Ridge Property Owners Association, Inc. 15-0757:00
12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center
Palm City, FL 34990 12600 Harbour Ridge Blvd.
Palm City, FL
.at ., rTesbResults 7 r "'
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/
p
%
°(pcf)
in
Compaetfon
e/a -
Remark
18
5/9/16
P-2
WA
11.0
108:0
�6.5
108.8
12
101
95/105.
Pass
19
5/9116
P-2
'NIA
11.0
108.0
6.1
106.9
12'
99
95 / 105
-Pass
20
6/9I16
P-2
NIA
11.0
108.0
6.1
-110.8
- 12
103
95/105,.
Pass
st Informatio, n=
I
;Gauge
..
Test#
Test Location
Elevation
Reference
Make.f Modell SN
Field Technician
18•
Below Slab Grade: Sidewalk, 15' South& 10' East of Northeast Corner of Sates Center
0-1
TroxlerT3430.34784
Isbemer, Todd
Building
19
Below Slab Grade: Sidewalk, 15' North & 100' East of Northeast Comer of Sales Center
0;-1..
Tmxler T3430 34784
Isbemer, Todd
Building
20
Below Slab Grade: Sidewalk, 10'' North.& 25' Westof Northeast Comer of Sales Center
0;-1
Troxler T3430.34784
Isbemer, Todd'
Building
Remarks= t . a`.
�' t - t I:- Comments:° . ,,
..'�_,
�.-;iRelatedtests
Pass: Testsresults comply with specifica8ons
Tests are "Direct Transmission' (Method A) unless probe depth Is noted as'Backscatter'.
- -
Gauge calibration data on file with the testing agency.
Test#
Related Test #
Test TvPe
t,g8g8tlrr�:3Brdd ed
1 L� \fjl, �( d'p✓
c
5/19/201£
P.E.
-Of FlPrida,
�rlti G33.3 C>:881\:
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Soil Nuclear Gauge Client: Project:
Report Date: 5/19/2016 Harbour Ridge Property Owners Association, Inc. 15-0757.00
an�no"� Test Method: ASTM D 6938 12600 Harbour Ridge Blvd.. Harbour Ridge lifestyle and Sales Center
Part SL Lu°le Palm City, FL 34990 12600 Harbour Ridge Blvd.
FSPE CA a 4930 Palm City, FL
521 NW Enterprise Drive
Pon St. Wdo, FL 34986
Phone: 772.92A-35751 Fac 772�924-3580
-. . ,:Test,Results'
Place
In Place
Probe
MInIMax
Retest
Test
Soil,
I0mUnIMaximumpti
Moisture
Dry Density
IIn
Moisture
.Dry Density
Depth
Percent
Comp.
Test#
of
Date
Proctor ID.
Method '
:Classifleation
%
p
(%)
pef)
In
'Com action
%
Remark
215110/16
P-2
N/A
11.0
108.0
5.5
110.0
12
102
95/105 I
Pass
TestInformation
I
Gauge
Test#
Test Location
Elevation
Reference
Make / Model /SIN
Field Technician
21
Below Slab Grade: Sidewalk, 50' North & 65' West of Northwest Comer of Sales Center
0-1
Trokler T3430 34784
Isbemer, Todd
Building
,:� •. � "Remarks' ., .
K .. Comments .
� . =Related Tests .
Pass: Tests results comply with specifications
Tests, ere' Direct, Transmission" (Method A) unless probe depth is noted as tarkscaaed.
Gauge calibration data on file with the testing agency.
Test #
Related Test # Test T e
t1t;'U'llpp7/B°
5/19/20116
Donald W. Moler, P.E. • 2
.RrofessiopurEngineer # 16A( 75
,dWe pf'Florida, . '0�
`rt11: rre n ttct
Test Reports shall not be reproduced, except in full, without the written approval of GFA Intemational.lnc.
Page 1 of 1