HomeMy WebLinkAboutGFA SOIL PAPPERSF
6FAgCANNED Soil Nuclear Gauge
rBY Report Date: 6/15/2016
'Y,FaN4Texx> St. Lucie CounVest Method: ASTM D 6938
Port St Loch,
FBPE CA # 4930
621 NW Enterprise Drive
Pon St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project: I S' 0q o
15-0767.00 yam,
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
' Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%
Maximum
Dry Density
p
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe-
Depth
(in)
Percent
Compaction
Min/Max
Comp.
%)
Remark
41
6/2/16
P-1
N/A
9.2
116.1
7.6
116.4
12
100
98/105
Pass
42
6/2/16
P-1
N/A
9.2
116.1
8.6
115.0
12
99
98/105
Pass
43
6/2116
P-1
N/A
9.2
116.1
9.6
117.2
12
101
98/105
Pass
44
6/2116
P-1
NIA
9.2
116.1
7.7
116.0
12
100
981105
Pass
45
6/2116
P-1
N/A
9.2
116.1
7.5
118.5
12
102
98/105
Pass
46
6/2116
P-1
N/A
9.2
116.1
8.7
117.0
12
101
98/105
Pass
47
6/2116
P-1
N/A
9.2
116.1
7.3
116.1
1 12
100
1 98/105 1
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
41
Below Footing Grade: Footings, Map Location 1
0-1
Troxler 3430 25093
Baker, Jeff
42
Below Footing Grade: Footings, Map Location 2
0-1
Troxler 3430 25093
Baker, Jeff
43
Below Footing Grade: Footings, Map Location 3
0-1
Troxler 3430 25093
Baker, Jeff
44
Below Footing Grade: Footings, Map Location 4
0-1
Troxier 3430 25093
Baker, Jeff
45
Below Footing Grade: Footings, Map Location 5
0-1
Troxier 3430 25093
Baker, Jeff
46
Below Footing Grade: Footings, Map Location 6
0-1
Troxler 3430 25093
Baker, Jeff
47
1 Below Footing Grade: Footings, Map Location 7
0 - 1
Troxler 3430 25093
Baker, Jeff
Remarks
Comments
Related Tests
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backsoatter".
Gauge calibration data on file with the testing agency.
Test #
I Related Test #
Test T e
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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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RECEI',"D DEC 0"Zp16
SCANNED Soil Nuclear Gauge
Client:
Project:
I S I
I 04 09
AA
BY Report Date: 6/17/2016
Harbour Ridge Property Owners Association, Inc.
15-0757.00
St. Lucie COUf1�t Method: ASTM D 6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Port St. Lacle
Palm City, FL 34990
12600 Harbour Ridge Blvd.
FBPE CA k 4930
Palm City, FL
521 NW Enterpdse Drive
-
Port St. Lucie, FL $4986
Phone:772-924-35751 Fax:
772-924-3580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
'/)
In Place
Dry Density
(Per)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
48
6/15/16
P-1
N/A
9.2
116.1
6.8
116.4
12
100
95/105
Pass
49
6/15/16
P-1
N/A
9.2
116.1
7.1
114.5
12
99
95/105
Pass
50
6115116
P-1
N/A
9.2
116.1
7.9
112.4
12
97
95/105
Pass
51
6115/16
P-1
N/A
9.2
116.1
8.2
112.7
12
97
95/105
Pass
52
6115/16
P-1
N/A
9.2
116.1
5.4
116.4
12
100
95/105
Pass
53
6/15/16
P-1
N/A
9.2
116.1
6.6
115.9
12
100
95/105
Pass
54
6/15/16
- P-1
N/A
9.2
116.1
8.6
114.2
12
98
951 105
Pass
55
6/15/16
P-1
N/A
9.2
116.1
7.5
114.8
12
99
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
48
Below Slab Grade: Slab Area, Map location 1
0-1
Troxler 3430 25093
Baker, Jeff
49
Below Slab Grade: Slab Area, Map location 2
0-1
Troxler 3430 25093
Baker, Jeff
50
Below Slab Grade: Slab Area, Map location 3
0-1
Troxler 3430 25093
Baker, Jeff
51
Below Slab Grade: Slab Area, Map location 4
0-1
Troxler 3430 25093
Baker, Jeff
52
Below Slab Grade: Slab Area, Map location 5
0-1
Troxler 3430 25093
Baker, Jeff
53
Below Slab Grade: Slab Area, Map location 6
0-1
Troxler 3430 25093
Baker, Jeff
54
Below Slab Grade: Slab Area, Map location 7
0 - 1
Troxler 3430 25093
Baker, Jeff
55
Below Slab Grade: Slab Area, Map location 8
0 - 1
Troxler 3430 25093
Baker, Jeff
Remarks
Comments
Related Tests
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.
Test #
I Related Test #
Test Type
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Professional Engineer # 60676 E
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GFA PROJECT# (',j -Q76-7 eO
PROJECTfr��,, �tw
LOCATION
PERMIT NO.
OWNER
RECEI''-D DEC 0 0 7.016
772) 924-3575 Fax: r
STRUCTURAL
��� INSPECTION REPORT
,2TFR1VATl9'P•v
DATE 71z-a//
WEATHER
CONTRACTOCPQn.P.n,f7�--,,,:lG,�-7p c7EMPERATURE
i
ARCHITECT ���n��+:I�csui� WIND
ENGINEER
MEMBERS/AREA INSPECTED:
HUMIDITY
S M W I TH I F S
DAY
BRIGHT SUN
CLEAR�
OVERCAST
PAIN
BELOW 60
6075
,m
ABOVE 90
LOW
'%IODERATE
HI1JGH
Report No
LOW
MODERATE
H!eSV
EE[Re-Inspection
I .s
THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED
CONTRACT DOCUMENTS AND ACCEPTED PRACTICES
COMPLIES
YES
1 MILL CERTIFICATION AND TEST REPORTS
2 DISTORTION, EXCESSIVE RUST. BURNED HOLES
3 CAMBER
4 SIZE. THICKNESS. WEIGHT
5 SPLICES
6 BOLTS IN ALL BOLT HOLES
7 ANCHOR BOLT SIZE. LENGTH. PLUMBNESS, EMBEDMENT. THREAD PROJECTION
8 HIGH TENSILE BOLT SIZE, LENGTH. TYPE, WASHERS, NUTS
9 BOLT TOROUEING
10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT
-11 GROUTING OF BASE PLATES
.12 BAR -JOIST SIZE, SPACING, BEARING. CONDITION
13 BAR -JOIST BRIDGING AND BRACING
14 CORRUGATED ROOF DECK GAUGE. CONDITION. SIDE AND END LAPS
15 HEADED STUDS PLACEMENT AND WELDING
DISPOSITION OF INSPECTION:
Section / Area Approved
On Site:
Off Site:
Work In Progress MRe-Inspection Required
��u�d/Tc`
Inspection Performed By�o;�.,��cls j,.
Inspection Certified By:
Registered Professional No:
Travel
farm revised 1 V21106 Total Hours
Certified Special Inspector No:
FBPE Certificate No: 4930
En¢n_nmental • aeateWd/ .l • CanstrucLon Matevals Teserg • Seeeai E T reOaTd JrSpedi.ns • Plan Pev eu, S Code CampLeace
RELEP. =D DEC 0 e 2016
521 NW
GFA PROJECT# /�`-�62749'-7 00
PROJECT
LOCATION
PERMIT NO.
�q,213�U G
OWNER
/'—n Z'Y CG
CONTRACTOR {�"p����rvS
TEM
ARCHITECT
r
lE ra L�,..>Ls
4 41
ENGINEER
�� r
..�Sv —TrAse_tC 7
MEMBERS/AREA INSPECTED:
WIND
HUMIDITY
s1( atia1j
STRUCTURAL STEEL
INSPECTION REPORT
DATE 7
B M T W TH F S
DAY
BRIGHT SUN I CLEAR OVERCAST RAIN
BELOW 60 60-75 75� ABOVE 90
LON/ pODERATE HIGH
Report No
LON/ I MODERATE yl
Re -Inspection
THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED
CONTRACT DOCUMENTS AND ACCEPTED PRACTICES.
COMPLIES
N/A
1 MILL CERTIFICATION AND TEST REPORTS
2 DISTORTION, EXCESSIVE RUST, BURNED HOLES
3 CAMBER
�4 SIZE, THICKNESS. WEIGHT
5 SPLICES
6 BOLTS IN ALL BOLT HOLES
"'I'ANCHOR BOLT SIZE, LENGTH. PLUMBNESS, EMBEDMENT. THREAD PROJECTION
8 HIGH TENSILE BOLT SIZE, LENGTH. TYPE. WASHERS. NUTS
9 BOLT TORQUEING —
10 COLUMN ALIGNMENT, BASE PLATE SIZE AND FIT
11 GROUTING OF BASE PLATES
12 BAR -JOIST SIZE, SPACING, BEARING. CONDITION
13 BAR -JOIST BRIDGING AND BRACING
CORRUGATED ROOF DECK GAUGE, CONDITION, SIDE AND END LAPS — Mom,
15 HEADED STUDS PLACEMENT AND WELDING
DISPOSITION OF INSPECTION:
=Section / Area Approved =Work In Progress �Re-Inspection Required
COMMENTS / ACTION REQUIRED:
On Site:
Off Site:
Travel
roan revised 11/21/06 Total Hours
Inspection Performed
Inspection Certified By: _ )LJ
Registered Professional No:
Certified Special Inspector No:
FBPE Certificate No: 4930
Enoronmental a Geotechrow • COcstoia-r. Materials Testing • Special & Tdreshold Inspections . Plan Revie v & rode Compliance
Florida's Leading Engineering Source
Soil Nuclear Gauge
Client:
Project:
Gf�
Report Date: 1/6/2017
Harbour Ridge Property Owners Association, Inc.
15-0757.00
sym40.0,
Test Method: ASTM D 6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Part St. Lucie
Palm City, FL 34990
12600 Harbour Ridge Blvd.
FBPE CA#4930
Palm City, FL
521 NW Enlerpdse Dr"
Pon St Lucie, FL 34986
Phone: 772-92435751 Fm: 772-9243580
Test Results -
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(Pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
7
2116/16
P-1
N/A
9.2
116.1
9.1
115.6
12
100
98/105
Pass
8
2116/16
P-1
N/A
9.2
116.1
9.5
116.2
12
100
98/105
Pass
9
2/16/16
P-1
N/A
9.2
116.1
8.8
115.2
12
99
98/105
Pass
10
2/16/16
P-1
N/A
9.2
116.1
8.5
116.5
12
100
98/105
Pass
TestInformation
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN
Field Technician
7
Below Footing Grade: Footings, Center of North Footing
0 - 1
Troxler T3430 36442
Rivera, Angel
8
Below Footing Grade: Footings, Center of East Footing
12-1
Troxler T3430 36442
Rivera, Angel
9
Below Footing Grade: Footings, Center of West Footing
0 - 1
Troxler T3430 36442
Rivera, Angel
10
Below Footing Grade: Footings, Center of South Footing
10-1
Troxler T3430 36442
Rivera, Angel
Remarks I ..
' Comments
Pass: Tests results comply with specifications
Tests am "Direct Transmission- (Method A) unless probe depth is noted as
'BackscatteP. Gauge calibration data on file with the testing agency.
,``01111A 1 I AWAII//0�/
60675
%✓ 01/0A
aF�Cnald W. Wier, P.E.
�4gss%Ft@Ql€ PFeer#!
N
S10NA� �%G�°
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
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Part St Lucie
FBPE CA# 4930
521 NW Enterprise Drive
Pon SL Wde, FL 34966
Phone: 772-924-3575 1 Fax; 772-924-3560
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(c/a)
Maximum
Dry Density
(Pcf)
In Place
Moisture
(a/e)
In Place
Dry Density
(PC')
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(c7a)
Remark
12
5/2116
P-1
N/A
9.2
116.1
7.7
118.1
12
102
95/105
Pass
13
5/2/16
P-1
N/A
9.2
116.1
8.7
116.8
12
101
951105
Pass
14
5/2116
P-1
N/A
9.2
116.1
7.7
118.8
12
102
95 / 105
Pass
15
5/2/16
P-1
N/A
9.2
116.1
6.8
115.5
12
99
95/ 105
Pass
16
512116
P-1
N/A
9.2
116.1
6.0
117.7
12
101
95/ 105
Pass
17
512116
P-1
N/A
9.2
116.1
6.5
115.8
12
100
1 95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
12
Below Slab Grade: Clubhouse, Slab Area, Southwest Comer
0-1
Troxler T3430 34784
Hanger, Troy
13
Below Slab Grade: Clubhouse, Slab Area, Southeast Comer
0-1
Troxler T3430 34784
Hangen, Troy
14
Below Slab Grade: Clubhouse, Slab Area, East Center Side
0-1
Troxler T3430 34784
Hangen, Troy
15
Below Slab Grade: Clubhouse, Slab Area, West Center Side
0-1
Troxler T3430 34784
Hangen, Troy
16
Below Slab Grade: Clubhouse, Slab Area, Northeast Comer
0-1
Troxler T3430 34784
Hangen, Troy
17
Below Slab Grade: Clubhouse, Slab Area, Northwest Corner
0-1
Troxler T3430 34784
Hangen, Troy
Remarks
Comments
-`,,t npD
Pass: Tests results comply with specifications
Tests am "Direct Transmission' (Method A) unless probe depth Is noted as
'Backscatter . Gauge calibration data on file with the testing agency.
12, 13, 14, 15, 16,17: 1 - 2,2 - 3 HCP=70+, > 95 % Compaction,
the PASS.HCP tests are empirically correlated to the relative density of
aPiz4r "rod .*
��CS4c'�9
01/0Q26T7
uloler, P.E. •zq
1� giWertHt
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181111ttl
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 verged on any electronic copies.
Page 1 of 1
LIM
Port St. Lucle
FBPECA#4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
12
512/16
P-1
N/A
9.2
116.1
7.7
118.1
12
102
95/105
Pass
13
512116
P-1
N/A
9.2
116.1
8.7
116.8
12
101
95/105
Pass
14
5/2/16
P-1
N/A
9.2
116.1
7.7
118.8
12
102
95/105
Pass
15
5/2116
P-1
N/A
9.2
116.1
6.8
115.5
12
99
951 105
Pass
16
5l2I16
P-1
N/A
9.2
116.1
6.0
117.7
12
101
95/105
Pass
17
5/2/16
P-1
N/A
9.2
116.1
6.5
115.8
12
100
95/105
Pass
Test,information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
12
Below Slab Grade: Clubhouse, Slab Area, Southwest. Comer
0-1
Troxler T3430 34784
Hangen, Troy
13
Below Slab Grade: Clubhouse, Slab Area, Southeast Comer
0 - 1
Troxler T3430 34784
Hangen, Troy
14
Below Slab Grade: Clubhouse, Slab Area, East Center Side
0-1
Troxler T3430 34784
Hangen, Troy
15
Below Slab Grade: Clubhouse, Slab Area, West Center Side
0-1
Troxler T3430 34784
Hangen, Troy
16
Below Slab Grade: Clubhouse, Slab Area, Northeast Corner
0-1
Troxler T3430 34784
Hangen, Troy
17
1 Below Slab Grade: Clubhouse, Slab Area, Northwest Corner
0 - 1
Troxler T3430 34784
Hangen, Troy
Remarks
Comments
Pass: Tests results comply with specifications
Tests am "Direct Transmission' (Method A) unless probe depth is noted as
'Backscaaef . Gauge calibration data on file with the testing agency.
12, 13, 14,15, 16, 17: 1 - 2, 2 - 3 HCP=70+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
the soil.
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ie-lATMimer # 6("
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Er1\���
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
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA 4930
521 NW Enterprise Drive
Pod SL Lude, FL 34986
Phone:772-92435751 Fax: 772-924-3580
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
18
5/9116
P-2
N/A
11.0
108.0
6.5
108.8
12
101
95 / 105
Pass
19
5/9/16
P-2
N/A
11.0
108.0
5.1
106.9
12
99
95 / 105
Pass
20
519/16
P-2
NIA
11.0
108.0
6.1
110.8
12
103
95 / 105
Pass
21
5/10/16
P-2
NIA
11.0
108.0
5.5
110.0
12
102
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN
Field Technician
18
Below Slab Grade: Sidewalk, 15' South & 10' East of Northeast Corner of Sales Center
Building
0-1
Troxler T3430 34784
Isbemer, Todd
19
Below Slab Grade: Sidewalk, 15' North & 100' East of Northeast Corner of Sales Center
Building
0-1
Troxler T3430 34784
Isbemer, Todd
20
Below Slab Grade: Sidewalk, 10' North & 25' West of Northeast Corner of Sales Center
Building
0-1
Troxler T3430 34784
Isbemer, Todd
21
Below Slab Grade: Sidewalk, 50' North & 65 West of Northwest Corner of Sales Center
Building
0-1
Troxler T3430 34784
Isbemer, Todd
Remarks
Comments
Pass: Tests results comply with specifications
Tests am 'Direct Transmission' (Method A) unless probe depth Is noted as
'Backscafter. Gauge calibration data on file with the testing agency.
`!`!ItltPPPPiIP!
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60675
01/06/201r7g
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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
Soil Nuclear Gauge
Client:
Project:
Report Date: 1/6/2017
Harbour Ridge Property Owners Association, Inc.
15-0757.00
p�
Test Method: ASTM D 6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Pan St cie
Palm City, FL 34990
12600 Harbour Ridge Blvd.
FBPE CA#4930
Palm City, FL
521 NW Enterprise Drive
Pon SL Lucie, FL 34986
Phone:772-924-35751 Fax: 772-9243580
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(e7o)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
MinfMax
Comp.
N
Remark
22
5/13116
P-2
N/A
11.0
108.0
6.2
107.3
12
99
981105
Pass
23
5113116
P-2
N/A
11.0
108.0
4.1
108.5
12
100
981105
Pass
24
5/13f16
P-2
N/A
11.0
108.0
5.7
105.9
12
98
98/105
Pass
25
5/13116
P-2
N/A
11.0
108.0
4.4
110.6
12
102
98/105
Pass
26
5/13/16
P-2
N/A
11.0
108.0
7.7
107.6
12
100
98/105
Pass
27
5/13/16
P-2
WA
11.0
108.0
4.9
106.7
12
99
98/105
Pass
28
5/13/16
P-2
N/A
1 11.0
1 108.0
1 6.5
1 108.9
1 12
101
98/105
Pass
29
5113116
P-2
NIA
11.0
108.0
5.1
108.2
1 12
100
98/105
Pass
- Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN
Field Technician
22
Below Bottom of Footing: Tennis Building Footing, 30' South of P.0-1.0
0-1
Troxler T3430 34784
Isbemer, Todd
23
Below Bottom of Footing: Tennis Building Footing, 100' South of P.0-1.0
0-1
Troxler T3430 34784
Isberner, Todd
24
Below Bottom of Footing: Tennis Building Footing, 160' South of P.0-1.0
0-1
Troxier T3430 34784
Isberner, Todd
25
Below Bottom of Footing: Tennis Building Footing, 40' East of P.0-1.0
0-1
Troxler T3430 34784
Isberner, Todd
26
Below Bottom of Footing: Tennis Building Footing, 125' East of P.0-1.0
0-1
Troxler T3430 34784
Isberner, Todd
27
Below Bottom of Footing: Tennis Building Footing, 50' South of H.0-1.0
0-1
Troxler T3430 34784
Isbemer, Todd
NBelow
Bottom of Footing: Tennis Building Footing, 30' North of H.0-29.0
0-1
Troxler T3430 34784
Isberner, Todd
29
Below Bottom of Footing: Tennis Building Footing, 45' West of H.0.29.0
0. 1
Troxler T3430 34784
Isberner, Todd
Remarks
Comments
Pass: Tests results comply with specifications
Tests am'Dhect Transmission' (Method A) unless probe depth is noted as
'Backscatter'. Gauge c2libmtion data on file with the testing agency.
22, 23, 24, 25, 27, 28, 29: 1 - 2 HCP=60+, > 98 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
the soil.
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 2
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Pon et Lucie
FBPE CA# 4930
521 NW Enteipdse Drive
Port BL Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
_
- Test Results
Optimum
Maximum
In Place
In Place
Probe
Minimax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test#
Of
Date
Proctor ID
Method
Classification
N
(pcf)
(%)
(pcf)
(in)
Compaction
(%)
Remark
30
5/13/16
P-2
N/A
11.0
108.0
6.2
110.1
12
102
981 105
Pass
Test Information,
Gauge
Test #
Test Location
Elevation
Reference
Make I Model I SN
Field Technician
30
Below Bottom of Footing: Tennis Building Footing, 100' West of H.0-29.0 1
10-1
Troxler T3430 34784
Isbemer, Todd
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.
30: 1 - 2 HCP=60+, > 98 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
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 2 of 2
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Port SL Lude
FBPE CAN 4930
521 NW Enterprise Drive
Port St Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-9243580
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
31
5119116
P-2
N/A
11.0
108.0
15.1
107.3
12
99
95/105
Pass
32
5/19/16
P-2
N/A
11.0
108.0
14.8
109.5
12
101
95/105
Pass
33
5119/16
P-2
N/A
11.0
108.0
14.6
111.1
12
103
95/105
Pass
34
5/19/16
P-2
N/A
11.0
108.0
12.8
102.6
12
95
95/105
Pass
35
5/19116
P•2
N/A
11.0
108.0
15.1
102.6
12
95
95/105
Pass
36
5/19/16
P-2
N/A
11.0
108.0
13.2
1 110.2
1 12
1 102
1 95/105 1
Pass
37
5/19/16
P-2
N/A
11.0
108.0
15.4
105.3
1 12
1 98
95/105
Pass
Test Information
Test#
Test Location
Elevation
Reference
Gauge
Make/Model/SN
Field Technician
31
Bottom of Footing: Footings for Main Building, Map Location 1
0-1
Troxler 3430 29796
Hangen, Troy
32
Bottom of Footing: Footings for Main Building, Map Location 2
0-1
Troxler 3430 29796
Hanger, Troy
33
Bottom of Footing: Footings for Main Building, Map Location 3
0-1
Troxler 3430 29796
Hanger, Troy
34
Bottom of Footing: Footings for Main Building, Map Location 4
0-1
Troxler 3430 29796
Hanger, Troy
35
Bottom of Footing: Footings for Main Building, Map Location 5
0-1
Troxler 3430 29796
Hangen, Troy
36
Bottom of Footing: Footings for Main Building, Map Location 6
0-1
Troxler 3430 29796
Hangen, Troy
37
1 Bottom of Footing: Footings for Main Building, Map
Location 7
0-1
Troxler 3430 29796
Hangen, Troy
Remarks
Comments
`tttlprr
�O%��PL�• W A4 '777i
N g O<Cc',�ii
v� A; ' �
Pass: Tests results comply with specifications
Tests am "Direct Transmission' (Method A) unless probe depth Is noted as
e testing agency.
cksmfter*. Gauge
1 data
31 32, 33, 34, 35, 36, 3calibration
HCPii70 N �95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of..........
the soil.
60675
01/06/2o
4d® R
/ONAL
I/llllltt
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
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Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 693B
Port St Lucie
FBPE CA#4930
521 NW Enterprise Drive
Port St Woe, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(°7e)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
38
5125116
P-2
N/A
11.0
108.0
8.6
105.5
12
98
95 / 105
Pass
39
5125116
P-2
N/A
11.0
108.0
8.5
106.3
12
98
951105
Pass
40
5/25/16
P-2
N/A
11.0
108.0
7.5
105.9
12
98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN
Field Technician
38
Below Bottom of Footing: Pro Shop, Northeast Footing
0-1
Troxler 3430 25093
Baker, Jeff
39
Below Bottom of Footing: Pro Shop, Southeast Footing
0-1
Troxler 3430 25093
Baker, Jeff
40
Below Bottom of Footing: Pro Shop, South Footing
0 -1
Troxler 3430 25093
Baker, Jeff
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.
i°
%N 5 F'•�9 °°i
50675 e
is
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P�rISPE
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13511
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
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Port St Locle
FBPE CA# 4930
521 NW Enterprise Drive
Pon St Wde, FL 34985
Phone: 772-92435751 Fax: 772-9243580
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test#
Retest
Of
Test
Date
ProctoflD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
41
6/2116
P-1
N/A
9.2
116.1
7.6
116.4
12
100
98/105
Pass
42
6016
P-1
N/A
9.2
116.1
8.6
115.0
12
99
981 105
Pass
43
612116
P-1
N/A
9.2
116.1
9.6
117.2
12
101
981105
Pass
44
6/2116
P-1
N/A
9.2
116.1
7.7
116.0
12
100
98/ 105
Pass
45
6/2116
P-1
N/A
9.2
116.1
7.5
118.5
12
102
98/105
Pass
46
612116
P-1
N/A
9.2
116.1
8.7
117.0
12
161
98/ 105
Pass
47
6/2/16
P-1
N/A —
9.2
116.1
7.3
1 116.1
12
100
98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
41
Below Footing Grade: Footings, Map Location 1
0-1
Troxler 3430 25093
Baker, Jeff
42
Below Footing Grade: Footings, Map Location 2
0-1
Troxler 3430 25093
Baker, Jeff
43
Below Footing Grade: Footings, Map Location 3
0-1
Troxler 3430 25093
Baker, Jeff
44
Below Footing Grade: Footings, Map Location 4
0-1
Troxler 3430 25093
Baker, Jeff
45
Below Footing Grade: Footings, Map Location 5
0-1
Troxler 3430 25093
Baker, Jeff
46
Below Footing Grade: Footings, Map Location 6
0-1
Troxler 3430 25093
Baker, Jeff
47
Below Footing Grade: Footings, Map Location 7 1
10-1 1
Troxler 3430 25093
Baker, Jeff
Remarks
Comments
Pass: Tests results comply with specifications
Tests am'Direct Transmission' (Method A) unless probe depth is noted as
'Backscaltef . Gauge calibration data on file with the testing agency.
ooao� pJ O W h
60675
W. Mbler, P.E. J X
bcxr�Eng1Mer ##V,&5
.Florida ,,P
O R % C? oe
NA, "t
rrnfill i°°
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
°®,
Port St Lucie
FBPE CA#4930
521 Nw Enterprise Drive
POM1 SL Lucie, FL 34986
Phone:772-924.3575 I Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(Pcf)
Probe
Depth
(in)
Percent
Compaction
MInIMax
Comp.
N
Remark
48
6/15/16
P-1
NIA
9.2
116.1
6.8
116.4
12
100
95/105
Pass
49
6/15/16
P-1
NIA
9.2
116.1
7.1
114.5
12
99
951105
Pass
50
6115116
P-1
NIA
9.2
116.1
7.9
112.4
12
97
95/105
Pass
51
6115/16
P-1
NIA
9.2
116.1
8.2
112.7
12
97
951105
Pass
52
6/15/16
P-1
M
9.2
116.1
5.4
116.4
12
100
95 / 105
Pass
53
6115/16
P-1
N/A
9.2
116.1
6.6
115.9
12
100
95/ 105
Pass
54
6115116
I P-1
NIA
1 9.2
1 116.1
1 8.6
1 114.2
1 12
1 98
1 95I105
Pass
55
6/15/16
P-1
NIA
9.2
116.1
1 7.5
114.8
12
99
951 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
48
Below Slab Grade: Slab Area, Map location 1
0-1
Troxler 3430 25093
Baker, Jeff
49
Below Slab Grade: Slab Area, Map location 2
0-1
Troxler 3430 25093
Baker, Jeff
50
Below Slab Grade: Slab Area, Map location 3
0-1
Troxler 3430 25093
Baker, Jeff
51
Below Slab Grade: Slab Area, Map location 4
0-1
Troxler 3430 25093
Baker, Jeff
52
Below Slab Grade: Slab Area, Map location 5
0-1
Troxler 3430 25093
Baker, Jeff
53
Below Slab Grade: Slab Area, Map location 6
0-1
Troxler 3430 25093
Baker, Jeff
54
Below Slab Grade: Slab Area, Map location 7
0-1
Troxler 3430 25093
Baker, Jeff
55
Below Slab Grade: Slab Area, Map location 8
0 -1
Troxler 3430 25093
Baker, Jeff
arks
Comments
,,aO��PLp �W
Pass: Tests results complylwith specifications
nw N the testing depthin ted as
TBa kscaftefests am r. Gauge calibrationect Transmission" (Method
data on
a •��" SF°•:9
60675
n. mo,A
BER 1 O,
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1111 %%W
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
LO��� � S413N1�0NIO�NIIVII(SNOJ
JTi(Lwd
00,LSL-0-31
Jd- w2Ic.�Spjq --agp ' 1rK�)9fl
Y
Nuclear Gauge
Client:
Project:
6f�Soil
rReport
Date: 1/6/2017
Harbour Ridge Property Owners Association, Inc.
15-0757.00
'nxr.Tow�
Test Method: ASTM D 6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Pon tLucle
Palm City, FL 34990
12600 Harbour Ridge Blvd.
POPE CA#4930
Palm City, FL
521 "Enterprise Drive
Port at Wtle. FL 34966
Phone: 772-924-35751 Fax: TP2-924-3580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
I%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pC0
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(e/,)
Remark
59
7/1/16
P-2
N/A
11.0
108.0
9.3
108.5
12
100
98/105
Pass
60
7/1116
P-2
N/A
11.0
108.0
10.0
108.4
12
100
98/105
Pass
61
7/7/16
P-2
N/A
11.0
108.0
8.5
106.3
12
98
95/105
Pass
62
717/16
P-2
N/A
11.0
108.0
9.7
104.0
12
96
95/105
Pass
63
717/16
P-2
N/A
11.0
108.0
9.9
104.8
12
97
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
59
Backfill: Center of Pipe Run between D-14 and D-12
Top Lift
Troxler 3430 29796
Hangen, Troy
60
Backfill: Center of Pipe Run between D-14 and D-13
Top Lift
Troxler 3430 29796
Hangen, Troy
61
Backfill: Pipe Line Backfill on run D-14 and D-15, Center
0-1
Troxler T3430 36442
Hangen, Troy
62
Backfill: Pipe Line Backfill on Run D-12 and D-11, Center
0-1
Troxler T3430 36442
Hangen, Troy
63
Backfill: Pipeline Backfill on Run D-10 and D-11, Center
0-1
Troxler T3430 36442
Hangen, Troy
Remarks
I Comments
Pass: Tests results comply with specifications
Tests am 'Direct Transmission' (Method A) unless probe depth is noted as
'l3ackscaaer. Gauge calibration data on file with the testing agency.
,`a,tllll 1 l 111r., 1,
1` L� IN °O
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Q .°. - F9
i 60675
card W. Moler, P.E. ' -
�epsio'nWffggiAbr #°8,7;
a
0 N A' EEC° o`er
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
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Port St Lucie
FSPE CA# 4930
521N Enterprise Drive
Port St Lucie, FL 34986
Phone: 772.92435751 Fax: 772-924-3580
Client:
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
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
MinlMax
Comp.
N
Remark
64
1219/16
P-2
N/A
11.0
108.0
10.4
113.2
12
105
98l 105
Pass
65
12/9/16
P-2
WA
11.0
108.0
11.7
111.5
12
103
981105
Pass
Test Information
Elevation
Reference
Gauge
Make / Modell SN
Field Technician
Eqikiay
ay and curb
0-1
Troxler T3440 27974
Monreal, Nathan
in front of main building, and curb 1
10-1
Troxler T3440 27974
Monreal, Nathan
Remarks
I Comments
Pass: Tests results comply with specifications
Tests am 'Direct Transmission' (Method A) unless probe depth is noted as
'BackscalteP. Gauge calibration data on file with the testing agency.
11910
W
m
W. M61er, P.E. ;
,Florida
40RIQ,CAINeeee
SRO N A% -Ekes'°.
°f°ree011111 ese
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
I 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
Soil Nuclear Gauge
Client:
Project:
G
AReport
Date: 1/6/2017
Harbour Ridge Property Owners Association, Inc.
15-0757.00
Test Method: ASTM D 6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Pert sL Lucie
Palm City, FL 34990
12600 Harbour Ridge Blvd.
FBPE CAN 4930
Palm City, FL
521 t1W Enterprise Drive
Port St Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Test Results
Test
Retest
Of
Test
Date
I ProctorlD
I Method
Soil
I Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min1Max
Comp.
N
Remark
66
12/19/16
P-3
N/A
12.2
107.4
6.7
105.3
12
98
981105
Pass
67
12/19/16
P-3
N/A
12.2
107.4
6.6
107.4
12
100
98Pass
Test Information
Test A
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
66
Sidewalk: Northwest of Lifestyle building
Final grade
Troxler T3430 25092
Hernandez, Juan
Carlos
67
Sidewalk: Southeast of Lifestyle building
Final grade
Troxler T3430 25092
Hernandez, Juan
Carlos
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.
O�P\ DG Ew r M04
a Q .
60675
01/M
7 m - —1A let KA-1 . O C
1( NAL�
1:1111toeet
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
s 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
Soil Nuclear Gauge
Report Date: 1/6/2017
Test Method: ASTM D 6938
Pon SL Lucie
FBPE CA# 4930
521 NW Enterprise Drive
Pon St W de, FL 34990
Phase: 772-924-35751 Fax: 772-924-3590
Client:
Harbour Ridge Property Owners Association, Inc.
12600 Harbour Ridge Blvd.
Palm City, FL 34990
Project:
15-0757.00
Harbour Ridge Lifestyle and Sales Center
12600 Harbour Ridge Blvd.
Palm City, FL
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(In)
Percent
Compaction
MinfMax
Comp,
(°70)
Remark
68
12/19/16
P-4
NIA
8.0
127.0
6.7
124.8
8
98
98/105
Pass
69
12/19/16
P-4
N/A
8.0
127.0
6.9
125.2
8
99
98/105
Pass
70
12/19/16
P-4
N/A
8.0
127.0
7.5
124.8
8
98
98/105
Pass
71
12/19/16
P-4
NIA
8.0
127.0
6.6
126.6
8
100
98/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN
Field Technician
68
Basecourse: Main roadway entrance of Lifestyle building
Final grade
Troxier T3430 25092
Hernandez, Juan
Carlos
69
Basecourse: 225' south from Main roadway entrance of Lifestyle building
Final grade
Troxler T3430 25092
Hernandez, Juan
Carlos
70
Basecounw: 426' south 8 60' west from Main roadway entrance of Lifestyle building
Final grade
Troxler T3430 25092
Hernandez, Juan
Carlos
71
Baseoourse: Parking lot on the northeast side of Lifestyle building
Final grade
Troxler T3430 25092
Hernandez, Juan
Carlos
Remarks
Comments
Pass: Tests results comply with specificafions
Tests are "Direct Transmission' (Method A) unless probe depth 1s noted as
'Backscatter. Gauge calibration data on file with the testing agency.
e,`,�P�D 111111111
O<F
0�,��c sF•., q
VZ60675
W. Moler, P.E. ' X
i&MEHgi& er #•.�U6Z5
R
SRO N A4`%ems•
7�7111111tttte
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
Soil Nuclear Gauge.
Client:
Project:
ev'.w'Test
Report Date; 6/17/2016
Harbour Ridge:P,roperty Owners Association, Inc.
15-0757.00
Method:,ASTM D 6938
12660:Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Pon se Lucia
Palm City, FL 34990
12600 Harbour Ridge Blvd.
FSPE CA#e930
.Palm City, FL
521-NW Enterprise On"
Pon St. Luck. FL 34926
Plena: 772-92a3575.1 Far 7759214.3590
.. I,� .. - ... _.. .. - ..
- TestResultsl '
_Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
.Optimum:
Moisture
(%)
- Maximum
Dry Density
do Place
Moisture
%
In Place
'Dry Density
e
Probe
Depth-
In.
Percent
Compaction
MlnfMax
comp.
%
Remark
48
6115116,
P-1
' WA
9.2'.
116.1
6.8
116.4. _
12
100
95'/ 105
Pass.
49
6/15/16
P-1
N/A
9.2
.116:1
- 7.1
114.5
12
99
95 / 105
Pass
50.
-
6115116
P-1
N/A
9.2
116.1
7.9
112.4
12
97-
95/1051
Pass
51
6116116
P-1
N/A
9.2
116.1
82
112.7
12
97 -
951105
Pass
52
6115116'-
PA -
WA
2
116.1
5.4
116.4
12
.100
95:/ 105
Pass
53,
6/.15f16
P-1
N/A
9.2
116.1
- 6.6
115.9
- -12
100
95/105
Pass
S4
6115/16
PA
I
N/A
9.2
116.1
8.6
114.2
12
98'
951105
Pass
55
6115/16
P-1
WA
- 9.2-
116.1 -
7.5 -
114.8. -
12
1 99.
95/ 105 1
Pass
.. -,.>,...' ,..� stl4cirmatlon- - .. .. ..
Te
- -
Test #
Test Location
Elevation
Reference
Gauge.
Make / Model / SN
Field Technician
48
Below. Slab Grade: Slab Area, Map location 1 -
-
0-1
- Troxler 343025093
Baker, Jeff
49
Below Slab Grade: Slab Area. Map location
0-1
Troxler 3430 25093
Baker. Jeff
50
Below Slab Grade: Slab Area,. Map location 3 -
0-1
Troxler 3430 25093
Baker, Jeff
51
Below Slab Grade: Slab Area, Map location 4
0:-1
Troxler 343025093
- Baker, Jeff
52
Below Slab Grade: Slab Area, Map location 5
0-1
Troxler 3430 25093
. Baker, Jeff
53:
Below Slab Grade: .Slab Area; Map location
0--1
Troxler 3430 25093
Baker, Jeff
54
Below Slab Grada:.Slab Area. Map location 7 -
"
0,- 1 -
Troxler 3430 25093
Baker,. Jeff
55 -
Below Slab Gade: Slab Area, Map location 8
0 -1
Troxler 3430 25093
Baker, Jeff
-_._.
f, Remarks s
_
Comments'
,
Related Testa`.:.
Pass: Tests results comply with Specifications
Tests are'Direct Transmission'. (Method A)unless probe depth Is noted as'Backscader•.
Gauge calibration data on file with the testing agency.
I Test #
Related Test #
Test T e
Test Reports shall not be reproduced, except in -full; without the written approval.of GFA International Inc.
Is
'"Qonald W. Moter, P.E. C
O N A\-,
Iltillst
Page 1,of 1
Pert et Lude
FBPE CA U 4930
621 NW Enterpdse Drive
Pan SL Ledo, FL 34986
Phone:772-92445751 Fav: 772-924-3580
IS /I- 011C)q colviraCtiorl Ke5w;tS
Soil Nuclear Gauge
Client: Project:,
Report Date: 5/19/2016 Harbour Ridge Property Owners Association, Inc. 15-0757.00
Test Method:ASTM D 6938 12600 Harbour Ridge Blvd. Harbour Ridge Lifestyle and Sales Center
Palm City, FL 34990 12600 Harbour Ridge Blvd.
Palm City, FL
Test Results . .. I I ,
Test
Retest.
Of
Test
Dale
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry Density
(P
In Place
Moisture
%
In Place.
Dry Density
(Per)
Probe
Depth
in
Percent
Compaction
Min/Max
Comp.
e/
Remark
12
5/2/16
P-1
N/A
9.2
116.1
7.7
118.1
12.
102
95/105
Pass
13
5/2116
P-1
WA
'9.2
116.1
8.7
116.8'
12
101
951105
Pass
14
512116
P-1
NIA
9.2
116.1
7.7
118.8
12
102
951 105
Pass
15
5/2I16
P-1
N/A
9.2-
116.1
6.8
115.5
12
99
95/ 105
Pass.
16
512/16
P-1
N/A
9.2
116.1
6.0
117:7
12
101
95/ 105
Pass
17
512/16
P-1
WA
9.2
116.1
6,5
115.8
12
100
95F105
Pass
Test'Inforpiatioh
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN
Field Technician
12
Below Stab Grade: Clubhouse, Slab Area,:Southwest Comer -
0''-1
Troxier T3430 34784
Hanger, Troy
13
Below Slab Grade: Clubhouse, Slab Area, Southeast Comer
0-1
Troxler T3430 34784
Hangen, Troy
14
Below Slab Grade: Clubhouse,Slab Area, East Center Side
0-1
Troxier T3430 34784
Hangen, Troy
15
Below Slab Grade: Clubhouse; Slab Area, West Center Side
0-1
Troxler T3430 34784
Hangen, Troy
116
Below Slab Grade: Clubhouse, Slab Area, Northeast Comer -
- -
0-1
Troxier T3430 34784
Hangen, Troy
17
Below Slab Grade: Clubhouse, Slab Area, Northwest Comer
0 -1
Troxier T3430 34784
Hangen, Troy
Remarks'
.Comments
Related :Tests
Pass: Tests results comply with specifications
.Tests are °Direct Transmission'. (Method A) unless probe depth Is noted as ",Backscatter°.
Gauge calibration data on rile with the testing agency.
12,.13, 14,.15, 16,17: 1 -2, 2.3 HCP=70+, > 95 % Compaction, PASS. HCP
tests are em kicail correlated to the relative density of the soil.
Test #
Related Test #
Test Type
SCANNED
BY
St. Lucie County
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
U p� ' Su'
W. Moter, P.E.
ion jAEnq�ineer # *Vs'
Florida
/O N (% ,at' Page 1 of 1
41liattlt°'
1
Soil. Nuclear Gauge
Client:
Project:
AReport
Date: 5/19/2016
Harbour Ridge Property Owners Association; Inc.
15-0757.00
Test Method: ASTM D 6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Port St. Lucle
Palm City,: FL 34990
12660 Harbour Ridge Blvd.
FBPE CA4930
Palm City, FL.
521 NW Enterprise Odra
Pod St. Ludo, FL 34986
Phone::772-924-35751 Fax: 772-924.3580
_ ., .. .. .u.. ._
'Test Results,
Test#'-
Retest
Of
Test.
Date:
ProetorlD
Method
Soil
Classification
Optimum
Moisture
- %
Maximum
Dry Density
c
In Place
.Moisture
%
In Place
:Dry. Density
c
Probe-
Depth
In
Percent
Corn action
Min/Max
Comp..
%).
Remark
22' _
5113116,
-- P-2
-'P-2
N/A
11.0:
108.0:
6.2.
107.3
- 12
99
98/105
Pass
23-
5/13/16
N/A
11-.0
108.0
4.1
'108.5
-- 12
100.
981105
- Pass -_
24
5113/16
P-2
N/A
11.0
108.0
- 5.7 -
--105.9
12
98
98/105
-.Pass
25
5/13116
P-2
N/A
11.0
108.0
4.4
110,6
'12
102
981105
Pass
26
5113/16
P-2 -
NIA
11.0
1080
7:7
107:6'
12
100 -
981105
Pass
27
5/13/16
P-2
N/A'
11.0'
,108.0
4:9
106:7 -
-12
99
98/105
- Pass
28
5/13/16
1 P-2
NIA
11.0 -"
.108.0
1 8:5
108.9
1 12 1
101"
98/105
Pass
29
5/13116'1
P-2
--- ---
-N/A
- 11t0
108:0`
1 SA;
108.2`
12
400
98/105
Pass
=Test,loforiiiation
Test #
Test Location
;Elevation
Reference
Gauge.
Make I Modell SN.
Field Technician
22
Below Bottom of Footing:'Tennis Building Footing, 30' South of P.0-1.0
-
0-1 -. '
� Troxler.T3430!34784 - -- '
Isberner.. Todd
23:
Below Bottom of FootingJannlsBuilding Fooling, 100'South of P.0-1,0 - -
0'-1 -
Troxler T3430 34784,
Isberner, Todd
24.
Below Bottom of Footing: Tennis Building. Fooling, 160'.South of P.0-1.0
01-1
Troxler T3430 34784-.
Isbemer;. Todd
25'
Below Bottom of Footing:: Tennis:Building'Footing, 40"East of.P.0-1.0i
o-'1
TroxlerT343034784
Isbemer, Todd
26
Below Bottom of Footing: Tennis Building: Footing, 125' Eastof:P.0-1.0
0-1
- .Troxler T3430 34784 -
Isberner, Todd - -
27
Below Bottom of Footing: Tennis Building Footing, 50' South "of.H.0-1.0
0 - 1 -
Troxler T3430 34784
Isberner, Todd
28
Below Bottom of. Footing: Tennis ' Building: Footing,. 30S.North of H.0-29:0
-
0. I -_ .
Troxier73430.34784`
Isbemer, Todd
29
Below Bottom of Footing: Tennis Building Footing, 45',,West of.H.0-29.0
- '0-.1
-
Troxler T343034784'I
Isberner, . Todd'
Remarks' -
,' Comments4 fi , .,
Related Tests
r:
Pass: Tests results comply with'speeffidations
Tests are'Oirect Transmission' (Method A) unless probe depth is notectasBackscatter'.
Gauge calibration data on file with the testing agency..
22, 23, 24,25, 27, 28,.29: 1 -2 HCP=60,+, > 98,% Compaction, PASS. HCP
Itestsare'empiricallycorral t o' a lative density of the soil.
Teat #
Related Test
Test Type
Test Reports shall not be reproduced, except in full, without the wriften approval of GFA International Inc. Page 1,of 2
S
Soil Nuclear Gauge
Client:
Project:
AReport
Date: 5/19/2016
Harbour Ridge Property Owners Association, Inc.
15-0757.00
�A�o .
Test Method: ASTM D'6938
12600 Harbour Ridge Blvd.
Harbour Ridge Lifestyle and Sales Center
Port St. Lucie
Palm City, FL 34990
12600 Harbour Ridge Blvd.
FBPE CA#4930
Palm City, FL
521 NW Enterprise Drive
Pon St Lucie. FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
TesbResults
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
classification
Optimum
Moisture
%)
Maximum
Dry Density
(pc
In Place
Moisture
°/.)
In Place
Dry Density
pe
Probe
Depth
(in)
Percent
Com action
MInIMax
Comp.
%
Remark
30
5/13116
P-2
N/A
11.0
108.0
6.2
110.1
12
102
98/105
Pass
Test Information
-
Teat#
Test Location
Elevation
Reference
Gauge
Make/Model ISN
Field Technician
30
1 Below Bottom of Footing: Tennis Building Footing, 1 00'Westof HA-29.0
0-1
Troxler T3430 34784
Isberner, Todd
Remarks .._
;Comments
"
: 1. , Related'eTests
Pass: Tests results comply with specifications
-
Tests are 'beet Transmission" (Method A) unless probe depth is noted as "Backscetter".
Gauge calibration data on file with the testing agency.
30: 1 - 2.HCP=60+,>98 % Compaction, PASS. HCP tests are empirically
correlated to the relative density of the soil.
Test it
Related Test #
Test T pe
Moler, P.E.
State of Florida .
''z SSI0V4 0e "
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 2 of 2