HomeMy WebLinkAboutCompaction testsENGINEERING & TESTING, INC.-
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St. Lucie Count; FL
REPORT OF FIELD COMPACTION
Phone: (866) 781-6889 •Fax: (866) 784-8550
wwvv.floridaengineeringandtesting.com
250 S.W. 13"" Avenue
Pompano Beach, FL 33069
TESTS File Copy
DATE: 7M17 ORDER NO: 17-2263 PERMIT NO.
CLIENT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway Suite D-1 West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck Lot 23, Riverbend
ADDRESS: 3116 N.W. Radcliffe Way Palm City, Florida 34990
MATERIAL DESCRIPTION: Grayish Brown Fine Sand Very Slight Trace Rock
PROCTOR VALUE (PCF): 108.9 OPTIMUM MOISTURE (%): 11.4
% COMPACTION REQ'D BY SPECS: 95 LABORATORY NO: P-2071 ii
NUCLEAR GAUGE SERIAL #: ❑ 29793 (Model 3440) ❑ 533 (Model 3450) ® 20500 (Model 3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698 ❑ AASHTO T-180 ❑ AASHTO T 99
ASTM D 6938 METHOD A
Test
#
Location:
Lift
Elev./
Depth of Test
Dry
Density
CF
Penetro-
meter
Readin s
Moisture
( u)
Percent
Compaction
(%)
Pass/
Fail
1
S. Side of Pool at Center
Final
6"
107.9
40
5.2
99.1
P
2
S. Side of Pool at Center
ist
6"
---
45
---
>95*
P
3
E. Side of Pool at Center
Final
6"
107.5
40
5.0
98.7
P
4
E. Side of Pool at Center
1st
6"
---
50
---
>95*
P
5
W. Side of Pool at Center
Final
6"
104.9
35 -
5.6
96.3
P
6
W. Side of Pool at Center
1st
6"
---
50
---
>95*
P
7
8
9
10
Compaction percentage estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer:
REMARKS:
TESTED BY: P.T. CHECKED BY: P.T.
Notes:
Method A - Direct Transmission unless otherwise noted.
PR - Proof Roll BOF - Bottom of Footing
TOB - Top of Base SG - Subgrade
SOG - Slab on Grade
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization
for publication of statements, conclusions or extracts from or regarding
our reports is reserved pending our written approval.
Respectfully subi� N
/-/
MARK A. ] S , fV02
7 ,i
Florida Engineg�ring &r�TAting, Ind —
Florida Reg.'NPO.482UL'�TE OF ; �`
,ki
Certificate of �� `r• lDkicr'���
'
i
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Quality,,��sA�li ✓issicrance
07/03/2017 13:27 7725896if KSM ENGINEERING PAGE '01/02
IV OIL Ar
E%Iliimm
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O, BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering•net MELBOURNE (321) 705-8488
FAX (661) 846-8876 E-Mail: KSM@KSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM O 1567 and ASTM D 2922
DATE TESTED June 30, 2017 KSM JOB # : 171832-2d/MH/c9
PERMIT A 1703-0567
CONTRACTOR Rafael Salgado
JOB LOCAT10N : 515 Hartman Road
Fart Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Monolithic House Slab
TEST LOCATION
OF SAMPLE
DEPTH
* PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION:
1.
S.W.
UP - 12"
52
112.4
115.6
97.2
2.
N.W.
to51
111.6
"
96.5
3.
Center
54
114.3
'.
98.9
4.
S.E.
53
113.1
97.8
5.
N.E.
52
112.5
97-3
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture.
10.6 Percent
Optimum Moisture:
11,8 Percent
Max. Dry Density:
115.E P.C.F. .
@ Test Locations The
Density Penetrometer
Readin�qIndicate the
D0 on Meets
.a l�
ii7f I I�
i
for 5�alc� .�pn•:
" pen s 7dkcen%o Natural Grade
e iitlred: w
,713
W
E
I
G
H
T
P
C
F
a
R
Y
F-mairrmi 1solltareel(a aol.com
Fax and Mail to: St. Lucie County Building Department
Moisture - % of Dry Weight
RECEIVED JUL 03 2097
i
Ronald G. Keller, P.E.: 37293 / SI Lio. No.: 864 / Julie E. Keller, P.E.: 68366
07/03/2017 13:27 7725896* KSM ENGINEERING PAGE '�02/02
KELLER, SCHLEICHER & MacWIL,LIAM ENGINEERING AND TESTING, INiC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (221) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LumE (772) 229-9093
C.A.- 5693 FAX (772) 589-6469
I
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED .Tune 30, 2017 KSM JOB #
PERMIT #l: 1703-0573
CONTRACTOR Rafael Salgado
1013 LOCATION
ITEM TES
515 Hartman Road
Fort Pierce, Florida
)acted Foundation Fill for the
Slab
171 S32-3d/MH/ccl
i
TEST LOCATION
x PEN
DRY
MAX. DRY
PERCENT i
OF SAMPLE
DEPTH READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.E.
0" - 12" 50
110.7
115.6
95•8
2. Center
52
112.4
97.2
3. N.W.
51
111.6
96.5
Snail Description:
I3roWn Senn! with Shell Fragments 117.0
w
In Place Moisture_ E
9.7 Percent I l
Optimum Moisture: H 11s.0 E
f
11 _S Percent T
Max. Dry Density: p f I I
115.E P.C.F. 114.0-jiiI —._�-
C
@ Test Locations The FDensity & Penetrometer
Readings Indicate the
r- }i
-.._.._
_ .. _ . i — • - — .. .. _ ....
Degree of Compaction Meets D
fl4ired R
fCi,P ,Fj r ion Y
to Natural Grade. 113.0
�.� _ •... ,e 9 10 11 12 13 14
• Moisture - % of Dry Weight
E.'
F"Lucie County Building Department
RECEIVED JUC 421 201d
;
Ronald G- Keller, P E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366