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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
March 5, 2019
D.P. Land Services
6024 NW Favian Avenue
Port St. Lucie, FL 34986
Re: Berger Road
Fort Pierce, Florida
Permit #: IQ(D P .-0317V
KSM Project #: 190880-1 d
Dear Sir:
As requested, we tested the compacted fill for the slab at the above referenced project.
To determine if the fill was properly compacted, we performed nuclear density tests on
the top two feet. To estimate the soil density below a depth of 2 feet, we used a static
Cone Penetrometer. During the tests, a shaft with a conical point is pushed through the
soil and the soil resistance measured on a calibrated gauge. After the soil resistance is
measured, the hole is advanced with a hand -auger in 1-foot increments to permit a
continuation of measurement of density versus depth.
Test Results:
Nuclear density tests performed on the top 2 feet indicates the compaction exceeds the
project specifications of 95% (ASTM 1557). Static Cone Penetrometer readings
indicate the compacted fill below 2 feet are generally well compacted.
Based on the nuclear density tests and Static Cone Penetrometer readings, it appears
the fill, epthrq34 was properly compacted.
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�h e. y questions, please feel free to contact us.
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E-mail to: info@dplandservices.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
February 27, 2019
D.P. Land Services
Berger Road
Fort Pierce, Florida
KSM JOB # : 190880-1 d/SS/jt
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 39
105.7 109.4
96.6
2.
N.W.
It44
108.2 if98.9
3.
Center
9141
107.6
98.4
4.
N.E.
12" - 24" 36
105.4
96.3
5.
S.E.
1139
106.8
97.6
Soil Description:
Brown Sand with
Trace of Clay
In Place Moisture
7.0 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.4 P.C.F.
@ Test Locations The
Density & Penetrometer
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Read irae e �atiic�t� tfiee,
0
110.0 I I I I I
W I I I I I I
E I I I I I
I I I I I I
G 109.0 �..—
H I I I I I
T I I I I I
P 108.0
C
F I I I I I I
107.0—..I—..—.�—..—�.—..—� .—..�..—.._
D I I I I I I
R I I I I I I
Y 106.0 �..—.�—..—.�—..—�.—..—�..—.. �..—..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
nfo@dplandservices.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
K Le-j! vi
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
Date February 27, 2019
Location: Berger Road
Fort Pierce, Florida
HA-1, SW Corner of the Pad
-----------------------------------------------------------------
DEPTH Strata PEN DESCRIPTION OF
IN FEET FROM -TO READINGS SOILS
-----------------------------------------------------------------
-0- 0" - 24" 39 Brown Sand with
Trace of Clay
-1- 46
-2- -------------------------- 50+------------------------------
24" - 48" Tan Sand with Clay
And Some Rock
-3-
61010
-4--------------------------- 50+------------------------------
Water Table: No Trace to 4 Feet
Job #: KSM 190880-1ha
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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
Date February 27, 2019
Location: Berger Road
Fort Pierce, Florida
HA-2, Center Section of the Pad
------------------- 7---------------------------------------------
DEPTH Strata PEN DESCRIPTION OF
IN FEET FROM -TO READINGS SOILS
-----------------------------------------------------------------
-0- 0" - 22" 41 Brown Sand with
Trace of Clay
-1- 44
-----------------------------------------------------------
-2- 22" - 48" 50+ Tan Sand with Clay
And Some Rock
-3-
50+
-4--------------------------- 50+------------------------------
Water Table: No Trace to 4 Feet
Job #: KSM 190880-2ha
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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
Date February 27, 2019
Location: Berger Road
Fort Pierce, Florida
HA-3, NE Corner of the Pad
-----------------------------------------------------------------
DEPTH Strata PEN DESCRIPTION OF
IN FEET FROM -TO READINGS SOILS
-----------------------------------------------------------------
-0- 0" - 27" 36 Brown Sand with
Trace of Clay
-1- 42
-2- 50+
-----------------------------------------------------------
27" - 48" Tan Sand with Clay
And Some Rock
-3-
50+
-4--------------------------- 50+------------------------------
Water Table: No Trace to 4 Feet
Job #: KSM 190880-3ha
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366