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Phone:772 589 0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 2922
KSMengineering.net
DATE TESTED:
October 2, 2019
KSM JOB # : 192469- 1pd/SH/ct
CONTRACTOR:
Horizon Pools
Inc.
SCANNED iVI1Ti#` 1
JOB LOCATION:
5421 Stately
Oaks Street
BY
Ft. Pierce, lorida
St. Lucie cour V
ITEM TESTED
Pool Bac III
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1 East
0'-1'
36
104.6 108.8
96.1%
2
V-2'
37
-
95.0%+
3
2'-3'
38
95.0%+
4
3'4
39
-
95.0% +
5 North
0'-1'
37
105.6 108.8
97.1%
6
V-2'
38
-
95.0%+
7
2'-3'
38
95.0%+
8
3'-4'
40
-
95.0%+
9 West
0'-1'
37
105.3 108.8
96.8%
10
V-2'
37
-
95.0%+
11
2'4
39
95.0%+
12
3'-4'
40
95.0%+
Soil Description:
Gray Sand
W
110.0 i 1 I I I I
E
I I I I I I
In Place Moisture:
8.6%
H
I
Optimum Moisture:
T
D
II
12.0%
P
Y
Max. Dry Density: P.C.F.
108.8
C
107.0 aI—— ..—.._
@ Test Locations The
Density & Penetrometer
106.0 T— ——
Readings Indicate the
Degree of Compaction Meets
I I I I I I
Minim MiWphire d _
105.0—..—.�—..—.j—..— .—..—j.—..—j..—..�
f
j�eS i
9 10 11 12 13 14 15
Moisture - % of Dry Weight
F:
Disclaimer: Contractor is responsible to maintain
*: N .81439 :* _
the pool backfill in the condition that KSM
*
completed the indicated passed compaction test.
l ya P.E. tt��� `
KSM is not responsible if the poolbackfill has been
.0� 90
altered from the approved inspected condition.
f _ : Ct.k%10/3/2019
Proudly Serving Florida since 1990