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KELLER,1 HLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (7,72f337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM �;tACH (561)845-7445 www�ksmengineering.net MELBOURNE(321)768-8488
FAXM1)845-8874 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
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.y5 i �® FAX(772)589-6469
SOIL COMPACTION REPORT
4D �o'�° ASTM D 1557 and ASTM D 2922
DATB?jP E� : June 5, 2017 KSM JOB# : 171769-1d/MH/ct
PEFWT#
CONTRACTOR P.J. Trucking & Land Clearing
JOB LOCATION 1308 Lone Pine Drive
Lot 2, Lone Pine ��„\ ��1 g3�
Ft. Pierce, Florida J `
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" 50 108.0 110.3 97.9
2. N.E. 50 106.2 1196.3
3. Center 50 108.6 98.5
4. S.W. 50 105.3 95.5
5. S.E. 50 107.1 97.1
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture: w 111.0 I I I I I
12.9 Percent E
G I I I I I
Optimum Moisture: H 110.0
12.0 Percent T
j I I I I
Max. Dry Density: P 109.0 -
110.3 P.C.F. C
@ Test Locations The F I I I I
108.0
Density & Penetrometer
I— _..L.._..I_.._.1_.._.I_.._. _.._.
Readings Indicate the I I I I I I
Degree of Compaction Meets D I I I I I I
M gifVHrR&quired fot Y 107.0 �-- — I _. I_.._.I_.._.I_.._.I _.._.,
%% �tqe drl�ation 9 10 11 12 13 14 15
sd:taken to Natural Grade.
Dry Weight
Moisture-%of D
ec •� miffed: 9
NO.
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r si ent
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Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366