HomeMy WebLinkAboutFIELD COMPACTION TESTSm
LENGINEERING & TESTING, INC.
Phone: (866) 781=6889 •Fax: '(866) 784-8.550
www.floridaenginecringandtesting.com
250 S.W.12P Avenue
Pompano.Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
5/20/19 ORDER NO: 19-2556 PERMIT NO.
XT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway West Palm Beach, Florida 33411 e+n �i����
*,�—
PROJECT: Proposed Pool Deck Lot 002, Riverbend By
ADDRESS: 13196 N.W. Wheaton Lane Palm City, Florida St Lucie County
I
MATERIAL DESCRIPTION: Light Brown Fine Sand Very Slight Trace Shell
PRO�TOR VALUE (PCF): 108.3
% COMPACTION REQ'D BY SPECS: 95
NUCLEAR GAUGE SERIAL (MODEL) #: ❑ 29793 (3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698
OPTIMUM MOISTURE (%): 11.6
LABORATORY NO: P-2556
® 75693 (3440) 0 533 (3450) ❑ 20500 (3440)
❑ AASHTO T-180 ❑ AASHTO T-99
ASTM D 6938 METHOD A
Test
#
Location:
Lift
Elev./
Depth of
Test
Dry
Density
CF
Penetro-
meter
Readings
Moisture
u
(�o)
Percent
Compaction
(%)
Pass/
Fail
1
Between House & Pool
Final
6"
105.4
45
11.4
97.3
P
2
Between House & Pool
1st
6"
---
45
---
>95*
P
3
W. Side of Pool
Final
6"
104.6
45
11.8
96.6
P
4
W. Side of Pool
1st
6"
---
45
---
>95*
P
5
E. Side of Pool
Final
6"
105.1
45
14.3
1 97.0
P
6
E. Side of Pool
1st
6"
---
45
---
>95*
P
7
8
9
10
percentage estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
TESTED BY: P.N. CHECKED BY: P.T.
Notes:
Metho 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 pulilication of statements, conclusions or extracts from or regarding
our reports is reserved pending our written approval.
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Respectfully submitted,
"I � j/�//
MARK A.
Florida Ergn nay, pgg, o
Florida . )kQ. 48204 8
Certificates&uthoimAo%No.,%L9�
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RECEIVED
MAY X 2a1� v
LO A ENGINEERING & TESTING, INC.
- Phone: (866) 781-6889 -Fax: (866) 784-8550
www.floridaengineerijigan(Itesting.com
250 S.W.13"' Avenue
Pompano Beach, FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED): 5/20/2019 DATE TESTED: 5/21/2019 ORDER #: 19-2556
CLIENT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck Lot 002, Riverbend
ADDRESS: 13196 N.W. Wheaton Lane Palm City, Florida
MATERIAL DESCRIPTION: Light Brown Fine Sand Very Slight Trace Shell
SAMPLED BY: P.N TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557 Method C LAB NO: P-2556
RESULTS OF TEST:
following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 lb.
imer and an 18" drop as per the above specified method.
MOISTURE %
' 8.8
11.0
12.9
14.8
um Moisture (Percentage):
11.6 %
WET DENSITY (PCF)
113.2
119.9
121.2
118.8
112
111
110
Aaximum Dry Density (Ibs./cu.ft.) C 109
108.3 (PCF) t)
a. 108
@t,1R111I/!p// 107
Z
respectfully Submitt°��®/ 0 106
,.•c8�rd � 105
4 Z a 104
'hark A. Mesianc, * o
o 103
DRY DENSITY (PCF)
104.0
108.0
107.4
103.5
londa Engineer TesW=QF. .Ag
lorida Reg. ...
R � 8 9 10 11 12 13 14 15
No.
,ertificate of Authofi MOISTURE %
a mutual protection to clients, the Pd ..c{are,gut$a s all reports are submitted as the. confidential property of clients, and authorization for publication of
atements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
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u�Q N'
Qraality A, ✓lssnrance