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FLO A ENGINEERING & TESTING, INC.
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`I Will ll - Phone:(866)781-6889*Fax:(866)784-8550
PERI'v11i7INtG wwiv.floridaengineeringandtesting.com
St. Lucie County, FL 250 S.W.13te Avenue
Pompano Beach,FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED: 6/8/2017 DATE TESTED: 6/12/2017 ORDER#: 17-1959
CLIENT: Fountain Blue Pools
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ADDRESS: 2731 Vista Parkway Suite D-1 West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck Lot 17, Riverbend
ADDRESS: 3062 N.W. Radcliffe Way Palm City, Florida 34990
MATERIAL DESCRIPTION: Brown Fine Sand
I! SAMPLED BY: P.N. I TESTED BY: P.T.
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SPECIFICATION GOVERNING: ASTM D-1557, Method C LAB NO: P-1959
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RESULTS OF TEST:
The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 lb.
Hammer and an 18"drop as per the above specified method.
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MOISTURE % WET DENSITY(PCF) DRY DENSITY(PCF)
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8.2 111.7 103.2
10.2 117.1 106.3
12.6 119.6 106.2
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14.6 118.4 103.3
Optimum Moisture (Percentage): log
11.4 %
108
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Maximum Dry Density (lbs+./cu.ft.) _ 107
106.7 (PCF)!
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a 106
z 105
Respectfully Su;` �d' N5+ �/j 104
Mark A. MesialD jE. j QQF ;
Florida Engine T0% I1 fl6, `Flc;1 102 7 8 g 10 11 12 13 14 15
Florida Reg. I ��°��ORVA , !-
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Certificate of Autht �1 ��;� ! MOISTURE%
As a mutual protection to clients,the publ c n lourselves,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.
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Quality��`����✓lssrcrance
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FLO A ; ENGINEERING & TESTING, INC.
Phone: (866)781-6889 •Fax: (866)784-8_550
wNVIW.floridaengineeringandtesting.com
250 S.W.1:3 Avenue
Pompano Beach,FL 33069
REPORT OF FIELD. COMPACTION TESTS
DATE: 6/13/17 ORDER NO: 17-1960 PERMIT NO.
CLIENT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway Suite D-1 West Palm Beach,Florida 33411
PROJECT: Proposed Pool Deck Lot 17,Riverbend
ADDRESS: 3062 N.W.Radcliffe Way Palm City,Florida 34990
MATERIAL DESCRIPTION: Brown Fine Sand
PROCTOR VALUE (PCF): 106.7 - OPTIMUM MOISTURE(%): 11.4
% COMPACTION REQ'D BY SPECS: 95 LABORATORY NO: P-1959
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
j ASTM D 6938 METHOD A
Dry Penetro- Percent
Test Elev./ Moisture Pass/
Location: Lift Density meter ° Compaction
# Depth of Test CF Readings
Fail
j 1 N.Side of Pool Final 6" 107.2 35 6.1 100.5 P
jI2 N. Side of Pool lst 6" --- 40 --- >95* P
113 S.Side,of Pool Final 6" 105.8 35 6.6 99.2 P
14 S. Side'of Pool 1st 6" --- 35 --- >95* P
5 W. Side of Pool Final 6" 105.9 35 5.2 99.3 P
`6 W. Side of Pool lst 6" --- 40 --- >95* P
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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. Respectfully s qN��//�
Notes: Si
Method A-Direct Transmission unless otherwise noted. ' g`�� '•*
PR-Proof Roll BOF-Bo�tom of Footing G��' ul
T,OB-Top of Base SG-Subgrade MARK A. AE. F W
SOG-Slab on Grade Florida Engi g&� g,Intl
As a mutual protection to clients,the public and ourselves,all reports Florida Reg.1p-,69202 FL Q�OP°Z
are submitted as the confidential property of clients,and authorization Certificate of A� tiorc�y6b
our reportsisreserved of mconclusions
ouruwritten approval.
xtracts from or regarding ✓,�orl�SS O
P pending II
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Quality { A �r'.ISScrance