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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 MELBOURNE (321) 768-8488
FAX (561) 845-8876 www.ksmengineering.net ST. LUCIE (772) 229-9093
C.A.: 5693 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
June 27, 2019
KSM JOB # : 192520-1 d/SS/ct
Q
PERMIT #
RECEIVED
CONTRACTOR
Clark Construction
S
SCANNED
JUL 0 2019
JOB LOCATION
8204 Kenwood Road
Ft. Pierce, Florida
St. Lucie County
ST, Lucie County, Permitting
ITEM TESTED Compacted Foundation Fill for the Addition
TEST LOCATION DEPTH
OF SAMPLE
1. East 011.1
2. West "
Soil Description:
Brown Sand
In Place Moisture:
9.2 Percent
Optimum Moisture:
12.0 Percent
Max. Drybensity:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
50+ 105.4 110.6 95.3
" 106.8 96.6
112.0
W
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9
10 11 12
13 14 15
Moisture - % of Dry Weight
13 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366