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TAP Cask t
AMCPA i
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
�OICCOMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
April 29, 2019 KSM
JOB # : 191686-1 d/CH/ct
PERMIT #
1902-0511
CONTRACTOR
Jonathan Stewart
RECEIVED
JOB LOCATION
2395 S. Rock Road
Ft. Pierce, Florida
MAY 0 9 2018
ST. Lucie Cclunty, Pegnitting
ITEM TESTED
Compacted Foundation Fill for the Garage Pad
TEST LOCATION
DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" -12" 33 104.1 106.8
97.5
2. Center
31 104.0
97.4
3. N. E.
34 104.3
97.7
SCANNED
BY
St. Lucie County
Soil Description:
Brown Sand
In Place Moisture
W 108.0 I I
I I I
3.0 Percent
E
107.0 L••_.�_.._.�_.._.�_.._�._.._�._.._
Optimum Moisture:
H I I I
I I
y, 12.0 Percent
T
"
106.0
Max. Dry Density:
P j I
I I
.106.8 P.C.F.
C 105.0—
@ Test Locations The
I I
I I I
Density & Penetrometer F I
Readings Indicate the
104.oI
I I
—1'—"—I'—"—
Degree of Compaction
Meets D
Minimum Required for
R
St ed oidetio��
I I
I I I
9 10 11
12 13 14 15
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, S.CHLEICHER & 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 1567 and ASTM D 2922
DATE TESTED April 29, 2019 KSM JOB # : 191686-1d/CH/ct
PERMIT # 1902-0511
CONTRACTOR
Jonathan Stewart
��� 6 P�v�m
JOB LOCATION
2395 S. Rock Road
Ft. Pierce, Florida
ITEM TESTED
Compacted Foundation Fill for the Garage
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" -12" 33
104.1
106.8
97.5
2. Center
31
104.0
97.4
3. N.E.
34
104.3
97.7
Soil Description:
Brown Sand
In Place Moisture
3.0 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
106.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
SCANNED
BY.
St. Lucie County
W 108.0
E
I
G 107.0 -
H
T I
106.0 {-
P i
C
105.0—
F
I
•
( I I
I
104.0 i .._.._.._.
I I I
D
j I
I I I
I
R
Y
103.0 �••— �—
— �— — �— —� —
—� —
—
9 10
11 12 13
14
15
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
' 04/30/2019 14:38 7725896469 KSM ENGINEERING, _ PAGE 01/01
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INNC.
MARTIN (772) 337-7755
8
R O, BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 768-8488
PALM BEACH (`- 61) 845-7445
www.ksmenginearing.net ST. LUCIE (772) 229-9093
FAX (561) 845-8876
E.MaiI:.KSM(PKSMENGINEERING.NET --FAX-�2) 689 6469
C.A.: 5693
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED
April 29, 2019 KSM JOB # : 191686-1d/CH/ct
RKENEo
PERMIT #
1902-0511
MAY' 01 1014
CONTRACTOR
Jonathan Stewart
JOB LOCATION
Permitting oepartmew
2395 S. Rock Road St. Lucie county
Ft. Pierce, Florida
ITEM TESTED
Compacted Foundation Fill for the Gana a Pad
TEST LOCATION
PEN DRY MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" -12. 33 104.1 106.8 97.5
2. Center
31 104.0 97.4
3. N.E.
34 104.3 97.7
SCANNED
BY
St. Lucie County
Soil Description:
Brown Sand
W 108.0 1 I I I I I
In Place Moisture
-
I
3.0 Percent
E I I I I I
107.0
I ^ I 1
Optimum Moisture:
H I I
12.0 Percent
T
106.0 I——••I_.._.I ..--L—.._ ._.._I._.._
Max. Dry Density:
P
106.8 P.C.F.
@ Test Locations The
F
Density & Penetrometer
Readings Indicate the 104.0 —
Degree of Compaction Meets 0
Minimum Required for
R I I
Stakeq,l;ollndsl4'IQp
I I I
Y 103.0 _..,——.,_.._.,_..—,•--•—,._.._
e11%
11a S. K0 �"P 9 10 11 12 13 14 15
Moisture - % of Dry Weight
ail.com
County Building Department
G- Keller, P.E.: 37293 / SI Lie. No.: 860 / Julle E. Kelle , P.E.: 66366