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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 August 17, 2017 KSM JOB# : 172440-3d/MH/cc
PERMIT# 1704-0241
CONTRACTOR Gem Builders
JOB LOCATION 1621 Mallard Court
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 20x15 Cabana Pad - Re-Test
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 50 102.3 106.6 96.0
2. Center 50 102.7 96.3
3. S.W. 50 102.0 95.7
Soil Description-
Brown Sand
108.0 1 I I I I I I
W
In Place Moisture: E I I I I I I I
10.2 Percent I I I I I I I I
G 107.0 —.I.—.. .._..� _i._..i.._..i_.._
Optimum Moisture: H I I I I I I
12.4 Percent T I I I I I I I
P 106.0 i.._i._..i.. _F i..—..I_.._
Max. Dry Density:
106.6 P.C.F. C
105.0
I I I I I I I
@ Test Locations The F I I I I I I I
Density & Penetrometer 104.0 I_
Readings Indicate the D I I I I I I I
Degree of Compaction Meets R I ! I I I I I
Mi;iqyfvlRggpired y
103.0
`��g1 ��r�skid6q�latlon g 10 11 12 13 14 15 16
ji�`� I • .• gin to Natural Grade.
F��s�ectf erd:
Moisture-%of Dry Weight
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•• ee I r1467@gmail.com
Lucie County Building Department
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)7,68-8488
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 August 17, 2017 KSM JOB # : 172440-3d/MH/cc
PERMIT# 1704-0241
CONTRACTOR Gem Builders
JOB LOCATION 1621 Mallard Court
-- --- -- - —Ft. Pierce, Florida ----
ITEM TESTED Compacted Foundation Fill - 20x15 Cabana Pad - Re-Test
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
I
1. N.E. 0" - 12" 50 102.3 106.6 96.0
2. Center Is50 102.7 if96.3
3. S.W. 50 102.0 To 95.7
Soil Description:
Brown Sand
108.0 1 I I I I I I
W
In Place Moisture: E I I I I I I I
10.2 Percent I I I I I I I I
G 107.0 —
i
Optimum Moisture: H I I I I I I
12.4 Percent T I I I I I I I
106.0 ___ ..—,.—.._. .. —..—.. _. .._...—.._
P I I I I I I-
Max. Dry Density: I I I I I I
106.6 P.C.F. c
105.0 —
F I I I I I I I
@ Test Locations The I I I I I I I
Density & Penetrometer
104.0
Readings Indicate the D I _: _ . I _ I_ _I-_-. I --_ I_ _
I I I I I I I
Degree of Compaction Meets R I I I I I I I
Minimum Required Y
for U`�S�a'Ic �11F�c�u�c�ation 103.0 I- —',_..�..—..�--•—I-- 4-•--�-.._,
* Pe4� a to Natural Grade. 9 10 11 12 13 14 15 16
'• : Moisture-%of Dry Weight
N
-:Ju I' , P RECEIVED AUG 2 5 2017
.id OF �
'tq 1 7@gmail.com
F I� die County Building Department
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Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366