HomeMy WebLinkAboutKSM Soil Compaction Report.KELLER, SCHLEICHER & MacWILLI,AM ,ENGINEER.ING AND TESTING, INC...
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
July 31, 2017
KSM JOB # :
172372-1d/MH/ct
PERMIT #
1706-0389
CONTRACTOR
Wynne Development
JOB LOCATION
11 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
*PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.W.
0" - 12" 30
103.0
108.0
95.4
2. N.W.
50
103.6
If95.9
3. Center
50
104.6
to96.9
4. S.E.
50
104.1
96.4
5. N.E.
50
103.1
95.5
Soil Description:
Brown Sand
In Place Moisture:
10.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for StgWa1P8tMd49on.
* [n1 e36-K& T�aCkV to Natural Grade.
109.0
W
E I
I I
H 108.0
I
T
P \
107.0-I—.._..�.._ .j_.._..j_.._..j_..
C I I I I I
F I Y I I I I
106.0 _..r.._..�.._..�.._..� _..I_.._..
D I I I I I I
R I I I I I I
Y 105.0
9 10 11 12 13 14 15
911W ' t$ie County Building Department
4�t.beriishlakes.com
Moisture - % of Dry Weight
RECEIVED AUG 02-2017
���ll1111 %I
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366