HomeMy WebLinkAboutInspection Docs (2) FLO A, ENGINEERING& TESTING, INC.
Phone: (866)781-6889•Fax: (866)784-8550
www.fIoridaengineeringandtesting.com
250 S.W.131h Avenue
Pompano Beach,FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED: 5/10/2017 DATE TESTED: 5/11/2017 ORDER#: 17-1610
CLIENT: Apex Pavers & Pools Permit#: 1703-0620
ADDRESS: 725 S.E. Monterey Road Stuart, Florida 34994
PROJECT: Proposed Pool Deck
ADDRESS: 3001 N.W. Radcliffe Way Palm City, Florida
MATERIAL DESCRIPTION: Light Grayish Brown Fine Sand
SAMPLED BY: P.N. TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557, Method C LAB NO: P-1610
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)
8.6 113.7 104.7
10.7 118.5 107.0
12.6 120.4 106.9
14.8 120.4 104.9
Optimum Moisture (Percentage): 110
0
11.5 /o
109
Maximum Dry Density (lbs./cu.ft.) 108
LL
107.2 (PCF) v
a 107
F-
z 106
Respectfully Submitte�{��`��1r1l I MFS///j/ �0 105
y 104
Mark A. Mesiano�i , * ;
Florida Engineer :Testis-ice %w = 103
4/ Z:7 7 8 9 10 11 12 13 14 15
Florida Reg. No. Z AM
�`
Certificate of Autho;�&' ��� N MOISTURE%
S�ONA�-
As a mutual protection to clients,the puf lfji ld mrbrilves,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. c m
vEn
Qraality QA .gssrarance MAY 19 20V
��y lid
r
P
I M
ENGINEERING & TESTING. INC.
Phone: (866)781-6889 *Fax: (866)784-8550
www.floiidacngineeringandtesting.com
250 S.W.13th Avenue
Pompano Beach,FL 33069
REPORT OF FIELD COMPACTION! TESTS
DATE: 5/10/17 ORDER NO: 17-1610 PERMIT NO. 1703-0620
CLIENT: Apex Pavers &Pools
ADDRESS: 725 S E Monterey Road Stuart,Florida 34994
PROJECT: Proposed Pool Deck
ADDRESS: 3001 N W Radcliffe Way Palm City,Florida
MATERIAL DESCRIPTION: Light Gravish Brown Fine Sand
PROCTOR VALUE(PCF): 107.2 OPTIMUM MOISTURE(%): 11.5
% COMPACTION REQ'D BY SPECS: 95X LABORATORY NO: P-1610
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 Elev./ Dry Moisture Percent Pass%
Location: Lift Density o Compaction
ft Depth of Test C (/o) (%) Fail
1 N. Side of Pool Final 6" 104.1 10.5 97.1 P
2 N. Side of Pool 1st 6" 105.0 10.6 97.9 P
3 E. Side of Pool Final 6" 104.7 -9.9 97.7 P
4 E. Side of Pool 1st 6" 104.5 10.8 97.5 P
5 S. Side of Pool Final 6" 104.9 10.2 97.9 P
6 S. Side of Pool 1st 6" 105.0 9.1 97.9 P
7
8
9
10
REMARKS: *95% compaction per client
TESTED BY: P.N. CHECKED BY: P.T. Respectfully sub it hi f Y�///
e' 6-
Notes: �i �d`G -►d SF'%
Method A-Direct Transmission unless otherwise noted.
PR-Proof Roll BOF-Bottom of Footing -�Z r 4 N0.448202 , '®
TOB-Top of Base SG-Subgrade MARK A. l ANO, P*E.
SOG-Slab on Grade Florida Engiaeft g&gW giN,Ind".4
Florida Reg.T�)d o MN
As a mutual protection to clients,the public and ourselves,all reports Certifleate of A� ,` ��are submitted as the confidential property of clients,and authorization //Z/p fl;4
for publication of statements,conclusions or extracts from or regarding /111111k,
our reports is reserved pending our written approval.
�{Q �
Qreality, AL 1 r`assurance