HomeMy WebLinkAboutSOIL COMPACTION TEST04/05/2019 15:54 7725896
KSM ENGINEERING :-
PAGE 01/03
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SE13ASTIAN (772) 569-0712
PALM BEACH (661) 845-7445 www.ksmenginaering.net MELBOURNE (321) 768-6488
FAX (661) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
April 5, 2019
Drew Dunlap SC4NN
Dunlap Construction Group LLC Sf ey FD
Vero Beach,' 1708 Old �Florida 32960 ie Highway �c/�COUVi-
Re: Ocean Resorts
5101 Highway A1A
Fort Pierce, Florida
Permit #: 1812-0035 { g a ' (5b3 i
KSM Project#: 190553-2d
Dear Mr. Dunlap
R
FC•
A 4 �o
SNt�tOs 0919
t`C�PO�
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(1O4. 7)t
Enclosed, please find the nuclear density test results performed on the footer pads for
the club house repair at the above referenced project.
)lease feel free to contact us.
E-mail to: drewdunlap@duniap-construction.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, R E.: 37293 / SI Lic. No.: 660 1. Julie E, Keller, P.E.: 68066
04/05/2019 15:54 7725896. KSM ENGINEERING,_, PAGE 02/03
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 P.Q. BOX 78-1377, SEBASTIAN, FL 32978-1377
712
PALM BEACH (661) 845-7445 ,ksmengineering.net MELBOURNE (321) 768-8486
www
FAX (561) 648-8876 E-mail: Ksm@KSMENGINEERING.NET `��. LUCIE (772) 229-9893
C.A.: 5693 FAX (772) 589-6469
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 4th, 2019 KSM JOB #: 190553-2d/SS/ct
1812-0035
Dunlap Construction Group LLC
Ocean Resorts
5101 Highway A1A
Fort Pierce, Florida
MATERIAL:' '
Fine Tan Sand
ITEM TESTED:
Footer Pads for the Club House Repair
-----------------------------------------------------------
-TEST
DEPTH MOTS-
PEN
DRY
MAX. DRY
PERCENT
LOCATION
TURE
READ
DENSITY
PROCTOR
COMPACTION
VALUE
------------------------------------------------------------------.
1. North
0" --12" 7.3
43
105.7
106.0
99.7
2. N. Center-
40
103.9
98.0
3. S. Center'
4. South
" 42 104.4 98.5
" 43
105.1 "
99.2
Ronald G. Keller, PE.; 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 66366
04/05/2019 15:54 7725896, KSM ENGINEERING PAGE 03/03
"O"L
KELLER,;SCHLEICHER & MacWILLIAM ENGINEERING ANDS EESSAT�INGINC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 765-8488
FAX (661) 84"876 E-Mail: KSM®KSMENGINEERING.NkT ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 569-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: April 4th, 2019 KSM JOB #: 190553-2p
PERMIT #: 1812-0035
CONTRACTOR: Dunlap Construction Group LLC
JOB LOCATION: Ocean Resorts
5101 Highway Al
Fort Pierce, Florida
107T--T--=7--1---r--r--T---r —'I
I I I 1 I I I 1 I
I I I I I I I I I
106_--I---_L J---r----1--1—_J
I 1 I I I I I I I
I I I I I I I I
G I I I I I I I I
105+- +--i— i— I---l---+ — t---1
= 104 -- 1 1---I---1 — —7—I1
1 T-- I
r
( I I I I I I I
103A---4
I I f I I I 1 I
I I I I I I I I 1
I I 1 I t t I I I
7 8 9 10 11 12 13 14 15
Moisture - Percent of Dry weight
Soil Descrip#ion: Fine Tan Sand
Max. Dry Density: 106.0 P.C.F. k9b
Optimum Moisture: .12.0 Percent St�%.46�; Zb
Julie E: Keller, P.E- 00%61
President .
Ronald G_ Keller, P.E.: 372931 51 Llo. No-' 860 / Julie E. Keller, P.E.: 68388