HomeMy WebLinkAboutKSM 5-3-18Y-Zo IIAINIRR-D B
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KELLER,-ISI&JEWIC'MER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 7811377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 7 www.ksmengineedng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 I FAX (772) 589-6469
April 30, 2018
Cal Builders, Inc.
2020 Old Dixie Highway SE
Suite #6
Vero Beach, FL 32962
Re: 5333 Emerson Avenue
Ft. Pierce, Florida
41Permii #: 803-07�56
KSM Project #: 181453-1
Dear Sir:
(RECEIVED
MAY 0 3 2018
Permitting Department
St. Lucie County, FL
Enclosed, please find the nucle 'r density test results performed on the compacted
foundation fill for the house pad att the above referenced project.
Shgorfophgve any questions,
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rut�ti��y,,••,
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e feel free to contact us.
Email to: calbuilderinc@aol.com
Fax and Mail to: St. Lucie County Building Department
Ili
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
I
�I �i�17.L'IIJ� V
rI KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78'1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712
PALM BEACH (561) 845-7445 1 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
►STM D 1557 and ASTM D 2922
DATE TESTED: April 27t", 201 KSM JOB #: 181453-1d/MH/ct
PERMIT #: 1803-0756
CONTRACTOR: Cal Builders, Inc.
JOB LOCATION: 5333 Emerson Avenue
Ft. Pierce, Florida
MATERIAL:
Brown Clayed
land with Shell Fragments
ITEM TESTED:
Compacted Foundation Fill for the House Pad
---------------------------
TEST LOCATION
DEPTH
MOIS- PEN DRY
MAX. DRY -
PERCENT
OF SAMPLE
TiURE DENSITY
PROCTOR
COMPACTION
--------------------------
-----------------------
VALUE
1. S.W.
0" —12"
8.8 52 112.5
113.1
99.5
2. N.W.
51 111.9
9198.9
3. Center
53 110.4
It97.6
4. S.E.
5. N.E.
M
" 50 109.6 96.4
I" 50 110.4 97.6
II
Ronald G. Keller, P.E.: 37293 / SI L' ic. No.: 860 / Julie E. Keller, P.E.: 68366
r
l6IIIJo1YL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 7871377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
DATE TESTED:
PERMIT #
CONTRACTOR:
JOB LOCATION
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
April 27th, 2018
1803-0756
Cal Builders, I Inc.
5333 Emerson Avenue
Ft. Pierce, F18rida
KSM JOB #: 181453-1 p
114-r---I------r---I----1---T---I
I I I I I I I I
1 I I I I I I I
I I I I I I I I
I I I 1 I I I
113-I---4---r— —--I-----1----1----I
I I I i I I I I
1 I 1 I I I
I 1 I 1 I I I I
I 1 I I I I I I
1124-- 1---4---4----1— 1----1----I
I II 1 I I 1 I
I I I I I I I 1
I I I I I I I
I Il I I I I I I
—1— 4---4----1----a--- ---I
1 I I I I I I I
I I I 1 I I I I
I I I 1 I I 1 1
I I I I I 1 1 F
1104--- 4---4----I----4----i----I
8 9I 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Brown Clayed Sand with Shell Fragments
113.1 P.C.F.
11.0 Percent,
Ronald G. Keller, P.E.: 372931 I SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366