HomeMy WebLinkAboutProctor Compaction TestF G RECEIVED Futo A ENGINEERING & TESTING, INC.
APR 0 4 2010 Phone: (866) 781-6889 *Fax: (866) 784-8550
wtiv`t Aoridaengincex ingandtesting.com
RECEIVED Permitting Department 250 S.W.120' Avenue
St. Lucie County Pompano Beach, FL 33069
APR 0 4.1010 PROCTOR COMPACTION TEST
B
, -RED: 3/7/2018 DATE TESTED: 3/14/2018 ORDER #: 18-1199
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CLIENT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway Suite D-1 West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck
ADDRESS: 3010 N.W. Radcliffe Way Palm City, Florida
MATERIAL DESCRIPTION: Brown Fine Sand
SAMPLED BY: P.N. TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557, Method C LAB NO: P-1199
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.
MOISTURE %
8.2
10.2
12.6
14.6
Optimum Moisture (Percentage):
11.8 %
Maximum Dry Density (Ibs./cu.ft.)
107.2 (PCF)
Respectfully Su
Florida Engir
Florida Reg.
Certificate of
s
As a mutual protection to clients,
statements, conclusions or extracts
WET DENSITY (PCF
1111l11//�/
,LAN z
10.48202. '.0 s
iglnc., t
�f Z
112.4
117.6
120.5
119.1
LL
U
N
z
w
in
DRY DENSITY (PCF)
103.9
106.7
107.0
103.9
7 8 9 10 11 12 13 14 15
MOISTURE %
ev-
s, all reports are submitted as the confidential property of clients, and authorization for publication of
our reports is reserved pending our written approval.
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Qualityze-���� 1-11�./lsirance qt t)50l
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
www.floiidagnp-ineeringandtesting.corn
250 S.W.13th Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 3/19/18 ORDER NO: 18-1200
PERMIT NO.
CLIENT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway
West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck
Lot 004 Riverbend
ADDRESS: 3010 N W Radcliffe Way
Palm City, Florida
MATERIAL DESCRIPTION: Brown Fine Sand
PROCTOR VALUE (PCF): 107.2
OPTIMUM MOISTURE (%): 11.8
% COMPACTION REQ'D BY SPECS: 95
LABORATORY NO: P-1199
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
Readings
Moisture
(°�u)
Percent
Compaction
(%)
Pass/
Fail
1
N. Side of Pool
Final
6"
104.0
45
6.1
97.0
P
2
N. Side of Pool
ist
6"
---
45
---
>95*
P
3
E. Side of Pool
Final
6"
103.8
45
7.7
96.8
P
A
E. Side of Pool
1st
6"
---
45
---
>95X
P
5
W. Side of Pool
Final
1 6"
104.5
45
7.6
97.5
P
6
W. Side of Pool
1st
6"
---
45
---
>95X
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.N. 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.
�s s
1�Qr lU
Qualify , *�1L�#,, .Iamirance
Respectfully submitted,
MARK A. MESIANO, P.E.
Florida Engineering & Testing, Inc.
Florida Reg. No. 48202
Certificate of Authorization No. 6923