HomeMy WebLinkAboutcompaction test (2)<<"' amaace- 't Report
-0579
& Associates, Inc
2/26/2021Port
St. Lucie Branch
ASTM D6938
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie,
Phone:772-878-0072
Client: Project:
Renar Development Corp. 113-15-66-5434B
3725 S. East Ocean Boulevard, Suite 101 Morningside Residential Lots
Stuart, FL 34996
Fort Pierce
Fort Pierce, 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)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
N
Remark
432
424
2/25/21
21-044
A
-
9.5
115.0
8.8
111.6
121.4
12
97
95
Pass
433
425
2/26/21
21-044
A
-
9.5
115.0
9.3
112.6
123.1
12
98
95
Pass
434
426
2/25/21
1 21-044
1 A
1
9.5
1 115.0
1 8.6
1 110.4
1 119.9
1 12
1 96
1 95
Pass
435
1 427
1 2/25/21
21-044
A
--
9.5
1 115.0
1 9.6
112.0
122.7 1
12
97
95
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
432
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SW End
-2.0
Top of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
433
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SE End
-2.0
Top of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
434
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NW End
-2.0
Top of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
- Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NE End
-2.0
Top of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
rBuilding
Remarks
Comments
Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on Feb 26, 2021 using a
Digital Signature.
Printed copies of this document are not considered signed
and sealed and the SHA authentication code must be
verified on any electronic copies.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 2
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.
In -Place Densit eport
AL
Associates, Inc.JTest
it # 2011-0579
rt DateLASTM
2021
Port St. Lucie Branch MethodD6938
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie,
Phone:772-878-0072
Client:
Renar Development Corp.
3725 S. East Ocean Boulevard, Suite 101
Stuart, FL 34996
Project:
113-15-66-5434B
Morningside Residential Lots
Fort Pierce
Fort Pierce, 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)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
%
Remark
424
2/18/21
21-044
A
9.5
115.0
19.9
101.1
121.2
12
88
95
Fail
425
2/18/21
21-044
A
--
9.5
115.0
9.6
103.3
113.2
12
90
95
Fail
426
2/18/21
21-044
A
--
9.5
115.0
12.1
98.5
110.4
12
86
95
Fail
427
2/18/21
21-044
A
-
9.5
115.0
13.6
101.8
115.6
12
89
95
Fail
428
2/18/21
21-044
A
-
9.5
115.0
9.3
112.6
123.1
12
98
95
Pass
429
2/18/21
21-044
A
-
9.5
115.0
10.1
113.2
124.6
12
98
95
Pass
430
2/18/21
21-044
A
9.5
115.0
9.4
115.7
126.6
12
101
95
Pass
431
1
1 2/18/21
1 21-044
1 A
1
9.5
1 115.0
1 10.0 1
114.8
126.3 1
12 1
100
1 95 1
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
424
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SW End
-2.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
425
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SE End
-2.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
426
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NW End
-2.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
427
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NE End
-2.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
428
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
429
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
430
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
431
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
Remarks
Comments .
Fail: Density Fail
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 2
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.
'o
X.
u� 94
O y ^ ^
O••�NN
N
N
yyO
J ��
N H
N f
N
Q
�
OD
�
A
N
e$�ou•
a
e�
IL
V
'O
9
E m
S,
w
F
m
d
G
EIS
fq
O
F�
ti
M
r
1
r
�o
a
r
0
IL
W
J
o
m
V
g
E
CL
C
y
a
In
W O
C10
2
C
y
LQ
O
W
a
�
>
Q
p
C
C
1
E
m 2
J •o A
w
U Y
S G/
Y E z
7
N z C
Cc
90
0
0
_-..
r .O
a a`
.O N N
a` U.
�NOLLVH13N3d d0 ..L•0 @7 (%) an-ivA us-i
G .O.
B
CL
W
Z o
in w
Q>
W
(7
V5
�' Z
1
V% N
N tV
A CR
Uod)1HS13M 11Nn A21U
0