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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 October 19, 2017 KSM JOB # : 173102-2d/SS/jt
PERMIT # 1709-0168
CONTRACTOR Cove Concrete & Company LLC
JOB LOCATION 5916 Pine Tree Drive
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Shed Pad
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 35 106.7 110.8 96.3
2 N.W. 33 105.9 95.6
3. Center 37 107.0 96.6
4. N.E. 33 106.2 95.8
5. S. E. = 32 105.6 95.3
Soil Description:
Brown Sand 112.0 I I I I I
I I I I I I
In Place Moisture: E I I I I I I
11.7 Percent I 111.0
G I I I I I I
Optimum Moisture: H I I I I I I
12.0 Percent T 110.0-
P I I I I I
Max. Dry Density: I I I I I I
110.8 P.C.F. C 109.0 _.{ _.I._.._l._..�.. .._.._
I I I I I
@ Test Locations The F I I I I I I
Density & Penetrometer
Readings Indicate the 108.0 �- — �——•I._••—l._••-J••—•• --•-
D
De r o n* R
MiY
107.0
selnQ% II II II II II II _.�_.._.�._.._�._..�.._.. .._..,
Perk' Va T kcn to'�latural Grade. 9 10 11 12 13 14 15
i asp c idly u tek Moisture - % of Dry Weight
RECEIVED OCT 252017
Email-ro"jnck@awl-6Tete@gmaii.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