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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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
November 30, 2018
Classic Construction of South Florida Inc
Gary Dryden
9425 Avenel Lane
Port St Lucie, FL 34986
Re: 8206 Penny Lane
Lakewood Park
Ft. Pierce, Florida
Permit #: 1809-0212
KSM Project #: 184117-1 d
Dear Sir:
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Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
Should you have any questions, please feel free to contact the office.
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Email to: godryden@msn.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
7.
KELLER, SC1 LEICHER & MacWILLIAM ENGINEERING AND
TESTING, INC.
MARTIN (772) 337-7755
P.O. BOA( 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@KSMENGINEERING.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:
November 29th1 2018
KSM JOB
#: 184117-1d/SS/ct
PERMIT M
1809-0212
CONTRACTOR:
Classic Construction of South Florida Inc
JOB LOCATION:
8206 Penny Lane
Lakewood Park
Ft. Pierce, Florida
MATERIAL:
Brown & Gray Sand with Clay
ITEM TESTED:
Compacted Foundation Fill
----------.-----------------------------------------------------------
TEST LOCATION
DEPTH MOIS- PEN DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE READ DENSITY
PROCTOR
COMPACTION
---------- ----------------------------------------------------------
VALUE
Is' Lift
1. S.W.
12" - 24" 10.8 44 110.7
114.0
97.1
2. N.W.
45 111.9
98.2
3. Center
50 113.2
99.3
4. N.E.
42 109.5
96.1
5. S.E.
45 111.6
97.9
Final Lift
6. S
W.
0" - 12" 9.3 48 112.7
114.0
98.9
7. N.W.
47 112.6
98.8
8. Center
44 111.4
97.7
9. WE.
50 113.0
99.1
10. S. E.
i
46 111.8
98.1
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
, &MI AV&
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@KSMENGINEERING.NET - ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: November 29th, 2018 KSM JOB #: 184117-1 p
PERMIT #: 1809-0212
CONTRACTOR: Classic Construction of South Florida Inc
JOB LOCATION: 8206 Penny Lane
Lakewood Park
Ft. Pierce, Florida
115 T---T -1----I----r---7---,
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= 113
w I I I I I I I
: I I I I I I I
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112 +---+----I----I----f----+----I
I I I I I I I
I I I I I I I
I
I I I I I I I
8 9 10 11 12 13 14
i
Moisture - Percent of Dry Weight
Soil Description: Brown & Gray Sand with Clay
Max. Dry Density: 114.0 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
.President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366