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Headquarters1345 U.S. Highway 1 � 1 t ENGINEERIl' I PO Box 78-11377
Sebastian, FL. 3278
Orlando Sebastian, FL 32958 j� CJ AN% AND TESTIna Phone: 772 589-0712
723 Progress Way C.A.# 5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 2922
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DATE TESTED9 October 11, 2019 KSM JOB #: 193995-2d/MH/ct
PERMIT #: 19090109
CONTRACTOR: Brett Webster Tractor Service &ANovED
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JOB LOCATION: 5716 Pine Tree Drive St udec®uo
Indian River Estates ►��V
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill for the Garage - Retest
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 0" - 12" 50 108.4 110.8 97.8%
2. Center 50 109:6 98.9%
3. S.W. 50 107.9
OCT 2 2 2019
Soil Description:
Brown Sand
In Place Moisture:
10.6 %
Optimum Moisture:
12.0%
Max. Dry Density: P.C.F.
110.8
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Unstaked Foundation
..11011111H11..
4!7:::
019
W
E
I
G
H
T
P
C
F
D
R
Y
112.0 I I I I
I I I I I
0
111.0 ...... — —
I I I I
Permitting Departmen
St. Lucie Coup
I I I I I I
110.0 L .._..I —..—. —..—.I—.. .I.—..—I.—..—
I I I I I
I I I I I I
109.0—
I I I I I
108.0
I I I I I
I I I I I I
107.0 •—•-
9 10 11 12 13 14 15
Moisture - IN, of Dry Weight
Disclaimer: Contractor is responsible to maintain
the building pad in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the building pad has
been altered from the approved inspected
condition.
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