HomeMy WebLinkAboutPROCTOR COMPACTION TESTa 4t
y � , ( VV � • D.i�v .
F
PO
MANMa SEP 2 5 2018
BY Lq*661Permittingp -�6m
St Lump Con
DATE SAMPLED: 8/30/2018 DATE TESTED:
CLIENT: South Florida Select Horses
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 *Fax: (866) 784-8550
www.flozi(facnginceringandtcstiitg.com
250 S.W. EP' Avcnuc
Pompano Beacb, FL 33069
ON TEST
9/4/2018 ORDER #: 18-3864
ADDRESS: 85 Queens Road ! Fort Pierce, Florida 34949
PROJECT: Proposed Two Story Residence
ADDRESS: 13185 South Indian River Drive Fort Pierce, Florida
MATERIAL DESCRIPTION: Grayish Brown Silty to Very Silty Fine Sand
SAMPLED BY: P.N.
TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557. Method C LAB NO: P-3864
RESULTS OF TEST:
I
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. 1
I
MOISTURE % WET DENSITY (PCF) DRY DENSITY (PCF)
8.2 117.3 108.4
9.8 123.7 112.7
12.0 124.0 110.7
14.1 122.0 106.9
I
Optimum Moisture (Percentage): 1 114
10.1 %
113
112
Maximum Dry Density (lbs./cu.ft.)
112.7 (PCF) a 111
110
z
Respectfully Submittl��� AN 109
�lc�Ns, �, psi �
108
7i(. � 02 107
Mark A. Mesiano . TA zf
Florida Engineer r l Te Sin? W. ; � 106
Florida Reg. No. 4 �'<p 7 8 9 10 11 12 13 14 15
Certificate of Autho�' 1 ``�` MOISTURE %As a mutual protection to clients, the pub(i�an� ��Ps as, 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.
�y Q D
Qrralily ���3A �y/ ✓4&weranee
a
ENGINEERING & TESTING, INC.
Phone: (866). 781-6889 e.Fax: (866) 784-8550
w`«v.floridaengineeringandtesting.com
250 S.W.13"' Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 8/30/18 ORDER NO: 18-3864 PERMIT NO.
CLIENT: South Florida Select Homes i
I
ADDRESS: 85 Oueens Road i Fort Pierce, Florida 34949
PROJECT: Proposed Two Story Residence
ADDRESS: 13185 South Indian River Drive Fort Pierce, Florida
MATERIAL DESCRIPTION: Grayish Brown Silty to Very Silty Fine Sand
PROCTOR VALUE (PCF): 112.7 OPTIMUM MOISTURE (%): 10.1
% COMPACTION REQ'D BY SPECS: 95 LABORATORY NO: P-3864
NUCLEAR GAUGE SERIAL #: ❑ 29793 (Mode13440) ® 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
PCF
Penetro-
meter
Readings
Moisture
°
Percent
Compaction
Pass/
Fail
1
N.W. Corner of Pad
PR
12"
---
45
---
>95*
P
2
N.W. Corner of Pad
Final
12"
109.1
45
14.4
96.8
P
3
N.E. Corner of Pad
I PR
12"
---
45
---
>95*
P
4
N.E. Corner of Pad
Final
12"
110.3
45
13.8
97.9
P
5
S.W. Corner of Pad
I PR
12"
---
45
---
>95*
P
6
S.W. Corner of Pad
Final
12"
110.1
45
13.0
97.7
P
7
S.E. Corner of Pad
PR
12"
---
45
---
>95*
P
8
S.E. Corner of Pad
Final
12"
108.3
45
16.6
96.1
P
9
Center of Pad
PR
12"
---
45
---
>95*
P
10
Center of Pad
Final
12"
112.7
45
13.6
100.0
P
Compaction percentage estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
17 �IIT�\
TESTED BY: P.N. CHECKED BY: P.T.Respectful
111.1III
Notes:Mi
1C8 '
Method A -Direct Transmission unless otherwise noted.
PR - Proof Roll BOF - Bottom of Footing
�. , �/� i
' , ��, • 2
MAR1A MESA
TOB - Top of Base SG - Subgrade
SOG - Slab on Grade
Florid Aineerri e& Testi4gtlTr,.
As a mutual protection to clients, the public and ourselves, all reports
Floridaji 'oNo. Nq@T� p
are submitted as the confidential property of clients, and authorization
Certiflc q'1 it tld��`6923
for publication of statements, conclusions or extracts from or regarding
our reports is reserved our written approval.
'X 0Z' ' - G� �
��//��NAL illcl ®
pending
Qrcality A Atom .4swtrance