HomeMy WebLinkAboutKSM NUCLEAR DENSITY TEST PARTIAL APPROVAL04/30/2018 14:57 7725896469
KSM ENGINEERING
PAGE 01/03
KELLER, SCHLEICHER & MacWll
MARTIN (772) 337-7755 PO, BOX 78-1371
PALM BEACH (561) 845-7445 WWV
FAX (561) 845-8876 E-Mail: KSP
C.A.: 5693
April 30, 2018
Cal Builders, Tnc.
2020 Old Dixie Highway SE
Suite #6
Vero Beach, FL 32962
Re: 5333 Emerson Avenue
Ft. Pierce, Florida
Permit #: 1803-0756
KSM Project #: 181+453-1d
Dear Sir:
Enclosed, please find the nuclear
foundation fill for the house pad at tt
ShoyW%rU%aYq any questions, p
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--. ANNEO
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M E7ZVL St Lucie. CouvitV
,LIAM ENGINEERING AND TESTING, INC.
SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589,0712
ksmengineering.net MELBOURNE (321) 768-8488
OKSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
,nsity test results performed on the compacted
above referenced project.
feel free to contact us.
Email to: calbuilderinc@aol.com
Fax and Mail to: St. Lucie County Building Department
File Copy
PARTIAL. APPROVAL.
,Iiilie E. Keller, P.E.: 68366
94/30/2018 14:57 7725896469 KSM ENGINEERING PAGE 02/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O..SOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 84'5-7445 ' MELBOURNE (321) 768-8488
FAX 561 845-9$76 www.ksmengineerinq.nel ( )
( ) E-Mail: K8M(PKSMFNGINEERING.NET ST. LtJ PAX
772 569-6469
C.A.: 5693 EAX {772) 589-6469
SOIL COMPACTION
REPORT
ASTM D 1557
and ASTM D 2922
DATE TESTED:
April 27", 2018
KSM JOB* 181453-1d/MH/ct
PERMIT #:
1803-0756
CONTRACTOR:
Cal Builders, Inc.
JOB LOCATION:
5333 Emerson Av
nue
Ft. Pierce, Florida
MATERIAL:
Brown Clayed Sand
with Shell Fragments
ITEM TESTED:
Compacted Foundation
Fill for the House Pad
---------------��-
TEST LOCATION
_....---------�-------------------------------------
DEPTH M(]1S-
PEN DIY
MAX. DRIP
PERCENT
OF SAMPLE
TUBE
DENSITY
PROCTOR
COMPACTIOP
----�----_---------�-�-----
--__-----------�-
-�----------.
VALUE -------------
1. S.W.
0" —12" 8.8
52 112.5
113.1
99.5
2. N.W.
It14
51 111.9
is
98.9
3. Center
"
553110.4
97.6
4. S.E.
50 109.6
96.4
6. N.E.
50 110.4
u
97.6
Ronald U', Kellar. P.E.: 27293 1 Sill Lic. NO.: 860 1 Allic E. Keller, RE,; f58366
�:,%4/30/2018 14:57 772589646j-_, KSNI ENGINEERING PAGE 03/03
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KELLER, SCHLEICHER & MaCWi LILIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377,I SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH 561 845-7445 MELBOURNE (321) 768-8488
( ) www.ksmongineering.net
FAX (561) 845-8876 ST. LUCIE (772) 229-9093
E-Mail: K$M(7aKSMENGINEERING•NE1
C•A•_ 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PRCICTOR I;ASTM D 1557)
DATE TESTED: April 271h, 2018 KSM JOB #: 181463-1p
PERMIT #: 1303-0756
CONTRACTOR: Cal Builders, Inc.
JOB LOCATION: 5333 Emerson Avenue
Ft- Pierce, Florida
114-F- ---I-- ---r--I-----1---T---I
I I 1 I I 1 I I
I I I I I I I I
1 I I I I 1 I I
I I ! 1 I 1 I
113- rt—
• o E 1 I 1 1 1 I I
U I I I I( I I I
d I I I 1 I l I I
I 1 I 1 I I I
I I I 1 I ! r I
I I 1 1 I I 1 I
1 ( I ! 1 I 1 I
{ 1 I 1 { I { •I
8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Brown Clayed �Sand with Shell Fragments
Max. Dry Density: 113.1 P,C.F. j
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Kellpr, P.E.: 37293 / 81 Lic. No.: 860 / ,ILllie C. Keller, P.E.: 68365