HomeMy WebLinkAboutCOMPACTION TESTENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
wire•.floridaengineeringandtesting.com
250 S.W.13"' Avenue
Pompano Beach, FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED: 1/16/2019 DATE TESTED: 1/21/2019 ORDER M 19-410
CLIENT: Craftmaster Custom Pools, Inc.
ADDRESS: 8233-20 Gator Lane West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck Ciuperger Residence
ADDRESS: 15370 Sky King Drive Port Saint Lucie, Florida
MATERIAL DESCRIPTION:
SAMPLED BY: P.N.
Brown Slightly Silty Fine Sand Slight Trace Rock
TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557 Method C LAB NO: P-410
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 %
WET DENSITY (PCF)
DRY DENSITY
(PCF)
8.0
115.9
107.3
SCANNED
10.2
120.9
109.7
BY
12.5
123.6
109.9
St. County
14.6
122.4
106.8
Optimum Moisture (Percentage):
11.6 %
114
113
112
Maximum Dry Density (lbs./tuft.)
110.1 (PCF) a 111
(~ 110
wlIII)/////// w us
109
Respectfully Submitte\\l�
, ALAN ,� //// ❑
108
Mark A. Mesiano, 9.0.
Florida EngineerirrT.9 �estinT�T ; Qr ` 106
10o 7 8 9 10 11 12 13 14 15
Florida Reg. No. 482�; N��
Certificate of Authoriz�4di6�j�IR/I1�16111O MOISTURE %As a mutual protection to clients, the publ��n8 68r�211`\\all reports are submitted as the confidential property of client , a t��yyii��ti��ppeett0 I' ion of
statements, conclusions or extracts from or regarding our reports is reserved pending our Witten approval. 9
t
Quality Q�Q A�♦r/Jlasrerance JAN 2 9 2019
Permitting Department
r1 r • -
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
ww,w.floridaengineeringandtesting.com
250 S.W.13"' Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 1/16/19 ORDER NO: 19-410 PERMIT NO.
CLIENT: Craftmaster Custom Pools, Inc.
ADDRESS: 8233-20 Gator Lane West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck Ciuperger Residence
ADDRESS: 15370 Sky King Drive Port Saint Lucie, Florida
MATERIAL DESCRIPTION: Brown Slightly Silty Fine Sand Slight Trace Rock
PROCTOR VALUE (PCF): 110.1 OPTIMUM MOISTURE (%): 11.6
% COMPACTION REQ'D BY SPECS: 95 LABORATORY NO: P-410
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
C
Penetro-
meter
Readings
Moisture
%)
Percent
Compaction
(%)
Pass/
Fail
1
N. Side of Pool
Final
6"
109.1
45
9.4
99.1
P
2
N. Side of Pool
1st
6"
---
45
---
>95*
P
3
E. Side of Pool
Final
6"
109.6
45
8.7
99.5
P
4
E. Side of Pool
1st
6"
---
45
---
>95*
P
5
S. Side of Pool
Final
6"
108.7
45
9.9
98.7
P
6
S, 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:
Method A - Direct Transmission unless otherwise noted.
PR - Pro Iof 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. ,CC '�N,
Quality 4 JAII� ✓lswerance