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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBA`TIAN, FL 32978-1377 SEBASTIAN(772)589-0712
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SOIL COMPACTION.REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED June 19, 2017 KSM JOB# : 171894-1 d/MH/cc
PERMIT# A I O'S -0 `a3
CONTRACTOR JW Fersch
JOB LOCATION 4820 Southwind Trail RECEIVED JUN
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 1 2" 50 107.3 109.0 98.4
2. S.E. If50 108.2 1199.3
3. Center 50 108.1 it99.2
4. N.W. 50 104.5 If95.9
5. S.W. 50 106.8 98.0
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture: 110.0 1 I I I I 1
11.6 Percent W •
I I I I I I
Optimum Moisture: E I I I I I I
11.0 Percent G 109.0
Max.. Dry Density: H I I I I I I
T
109.0 P.C.F.
I I I I I
P I I I I I
@ Test Locations The 108.0 -
Density & Penetrometer C I I I I I I
Readings Indicate the I I I I I
Degree of Compaction Meets F I I I I I
Min- ei.�i k� 107.0 I.....
I•—••—� — — -
f t �� n D I I I I I I
Pe rqo Natural Grade. R I I I I I I
Re$p t uLI . -. ifteed: Y
- 106.0 —
/_ / = 8 9 10 11 12 13 14
,• Q Moisture-% of Dry Weight
ii/f Q11 NAL t%``�e
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller,,P.E.:68366