HomeMy WebLinkAboutKSM REPORT 205/18/2015 16:33 7725896469
KSM ENGINEERIh`
PAGE 01/03
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 w w.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING-NET ST. LUCIE (I72) 229-9093
C.A.: 5693 FAX (772) 589-6469
May 18, 2015
Mike Sullivan Masonry
5275 Compass Pointe Circle
Vero Beach, Florida 32966
Re: 3504 Industrial 33rd Street
Fort Pierce Florida
Permit #: 1502=0073
KSM Project#: 151004-1d
Dear Sir:
SCANNED
BY
St. Lucie County
SCANNEL
BY
St. Lucie Cou-
Enclosed, please find the nuclear.density test results performed on the 8' X 14'
addition at the above referenced project.
Ild°gsee�islr,any questions, please feel free to call.
..WO °o
po•
F------.. _ MAY 191015
Fax and iiigil'fo: St. Lucie County Building Department
E-mail to: mikesuliivanmasonry@gmail.com
JEK:jt
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
N
05/18/2015 16:33 77258QF459 KSM ENGINEERIN7
PAGE 02/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING INC.
MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN FL 32978-1377 SESASTIAN (779j 589-0712
PALM BEACH (561) 845-7445 wwwAsmenglneering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
May 15, 2015
KSM JOB #: 151004-1d/ES/jt
PERMIT #:
1502-0073
CONTRACTOR:
Mike Sullivan Masonry
JOB LOCATION.
3504 Industrial 33"Street
Fort Pierce, Florida
MATERIAL:
Yellow and Gray Sand
ITEM TESTED:
8' X 14' Addition
TEST LOCATION -
-------------------
� pEPTM MOIS-
--
PEN
DRY
MAX ^DRY
PERGENT---
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
-- ---- -----------------------
------
-----------------------------
VALUE
1. North
0" —12" 4.9
40
106.3
109.0
97.5
2. Center
36
104.1
95.5
3. South
42
103.8
95.2
Ronald G. Keller, RE,: 37293 / SI Uo. No.: 860 / Julie E. Keller, P.E.: 68366
05/18/2015 16:33 , 772589� r9 KSM ENGINEERINr PAGE 03/03
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 p O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712
PALM BEACH (561) 845-7449 WWWAsmengineering,net MELBOURNE (321) 768.8488
FAX (561) 845-8876 E-Mail: KSMRKSMENGINEERING.NET ST. LUCIE (772) 229-9093
G.A.: 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: May 15, 2015 KSM JOB #: 151004-1 p
PERMIT M 1502-0073
CONTRACTOR: Mike Sullivan Masonry
JOB LOCATION. 3504 Industrial 33'd Street
Fort Pierce, Florida
110T---1---7--_r---1___T
I I I i I I I I
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1D9- ---T— 4.----4---4-----�---4
o I I I I I I I I
um I I I I I I
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2 108--.—I-- I __ I I I I
I —I — I--- I r----I
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I I I I I I 1 1
107+----1---+---h---1-------F---i
1064----4---4---k----4----�— --k---4
a 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Yellow and Gray Sand
Max. Dry Density: 109.0 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P,E.
Ronald G. Keller, P,E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68866