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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) M-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093,
C.A.:5693 FAX(772)5119-6469
SOIL COMPACTION REPORT 51.i111�l19iE®
ASTM D 1557 and ASTM D 2922 BY
St. Lucie CouMy
DATE TESTED August 16, 2019 KSM JOB # : 193245-1 d/CH/cv
PERMIT # 1906-0063
CONTRACTOR Adams Homes
JOB LOCATION 5333 San Benedetto Place
Lot 9, Waterstone
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 45 107.6 110.9 97.0
2. N.E. 45 106.9 96.4
3. Center 44 106.8 96.3
4. S.W. 47 107.3 96.8
5. S.E. 46 107.2 96.7
Soil Description:
112.0
Brown Sand W I 1 I I I I I
E I I I I I I
In Place Moisture: 1 I I I I I I
11.1 Percent G 111.0 ••_i._.. .._.�_.._.._..� .._i._...
H I I I I I I
Optimum Moisture: T I
11.6 Percent 110.0 j—••_I._..1.. .l_..J.. ..L.._t._.._
P I I I I I I
Max. Dry Density: C I I I I
110.9 P.C.F. 109.0 �.._I._.. .._.I_..�.._.. .._)._...
F I I I I I I
@ Test Locations The
Density & Penetrometer p 108.0 "—I'—"t"—'I—"�"—"I—"—t•—"'
Readings Indicate the R I I I I I I
Degree of Compaction Meets Y I I I I I I
�t107.0 i—.._ r.._.;_..�.._.._.._;._..,
Mlnl(nSiY� tie 8 9 10 11 12 13 14 15
•¢r` Ci
Rggpe 11 } Moisture - % of Dry Weight
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110
91 j'POTding Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 660 / Julie E. Keller, P.E,: 68366