HomeMy WebLinkAboutReport Of Field Compaction TestA
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 *Fax: (866) 784-8550
wNv,w.floridaengineeringandtesting.com
250 S.W.13tb Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 6/13/17 ORDER NO: 17-1962 PERMIT NO.
CLIENT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway Suite D-1 West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck Lot 14, Riverbend
ADDRESS: 3050 N.W. Radcliffe Way Palm City, Florida 34990
MATERIAL DESCRIPTION: Brown Fine Sand
PROCTOR VALUE (PCF): 107.7 OPTIMUM MOISTURE (%): 11.9
% COMPACTION REQ'D'BY SPECS: 95
NUCLEAR GAUGE SERIAL #: ❑ 29793 (Model 3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698
LABORATORY NO: P-1961
® 533 (Model 3450) ❑ 20500 (Model 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
(o )
Percent
Compaction
(o��)
Pass/
Fail
1
N. Side of Pool
Final
6"
105.6
35
7.6
98.1
P
2
N. Side of Pool
1st
6"
---
40
---
>95*
P
3
S. Side of Pool
Final
6"
107.1
40
8.1
99.4
P
4
S. Side of Pool
1st
6"
---
45
---
>95X
P
5
W. Side of Pool
Final
6"
104.9
40
7.2
97.4
P
6
' W. Side of Pool
1st
6"
---
40
---
>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 s`�b\ � Z
6-2�v
MARK A. xQpo*
Florida End ding'& T§stin , I1*W
LU
Florida Re4b. 4820jjg 2
Certificate onzatlo17,_'.
�i per` FLO,,'
11111
47
Ole ,%
14
WFI NO
xr Q V9
Qrlalitz/ {��� �� Jlsstirance