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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 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
February 9, 2018
DiFrancesco Construction, Inc.
Michael DiFrancesco
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
Re: 5203 Sunset Drive
Ft. Pierc , ' a ida
Perm! # 1 11W
KSM Project #: 180428-1d
Dear Mr. DiFrancesco:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the house pad at the above referenced project.
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any questions, please feel free to contact the office.
Email -fo:'difrancon'stinc@ao* I.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, 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: KSMQKSMENGINEERING.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: February 71h, 2018 KSM JOB* 180428-1 d/SS/ct
PERMIT #: 1711-0523
CONTRACTOR: DiFrancesco Construction, Inc.
JOB LOCATION: 5203 Sunset Drive
Ft. Pierce, Florida
MATERIAL:
Brown Sand
ITEM TESTED:
Compacted Foundation
Fill for the House Pad
TEST LOCATION
DEPTH MOIS-
PEN
DRY -
MAX DRY
PERCENT
OF SAMPLE:
TURE
DENSITY
PROCTOR
COMPACTION
-----------------------------------------------------
VALUE -----------------
1.
S.E.
0" —12" 11.2
42
106.3
110.8
95.9
2.
S.W.
49 it
41
105.5.
95.2
3.
Center
is It
43
107.8
"
97.3
4.
N.W.
If It
46
108.2
"
97.7
5.
N. E.
46
109.6
"
98.9
Ronald G. Keller, P.E.: 37293 / SI Lie. No.. 860 / Julie E. Keller, P.E.: 68366
• • TAP C' P
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, 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@KSMENGIN ERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: February 7th, 2018 KSM JOB #: 180428-1 p
PERMIT #: 1711-0523
CONTRACTOR: DiFrancesco Construction, Inc.
JOB LOCATION: 5203 Sunset Drive
Ft. Pierce, Florida
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110-�---- ----1---�--- L---1— --�
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107-I---------I----I--------4----I
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 110.8 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, PE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366