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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, 'ZINC.
MARTIN (772)337-7755 P.O. Bpi( 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 29, 2017 KSM JOB# : 170954-1 d/SH/ct
PERMIT# 17010374
CONTRACTOR Wynne Development
JOB LOCATION 124 Mediterranean Boulevard N.
Spanish Lakes#1
Port St. Lucie, Florida.
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 37 105.3 110.2 95.6
2, N.W. if39 105.9 It96.1
3. Center to39 106.1 96.3
4. N.E. To38 105.2 95.5
5. S.E. 37 104.9 95.2'
Soil Description:
Brown Sand
111.0 I I I I I
W
In Place Moisture: E
8.7 Percent I I I I I I I
HOptimum110.0
Moisture: •—••�••—••• •• ••�•• ••�••—••—••—••
11.0 Percent I I I
T I I I I
Max. Dry Density: __ P_ _ _
110.2 P.C.F. 109.0 -j—••_..�.. �.._._� .._..�.. j_..!..
@ Test Locations The C I I I I I I
Density & Penetrometer F I I I
Readings Indicate the 108.0
Degree of Compaction Meets
Minimum Required - D I I I I I I
for Stqked'FF dffdajion. R I I I I I I
0,
* Pin00.,}i�� •� k to Natural Grade. Y 107.0 I— — I _,•I _..I _ I _
e �A, 8 9 10 11 12 13 14
® • o
® � � Moisture-%of Dry Weight
57
rr-
i� County Building Department RE
�ffa,9 o��da io lakes.com
NAL
�o
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366
03/30/2017 15:09 7725896469
KSM ENGINEERING. PAGE 01/01
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337.7755 P.O. BOA( 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH(561)845-7446 www.ksmengineering.nat MELBOURNE(321)768-8488
FAX(561)$46-8876 E-Mail;KSMOKSMI^NGINEERING.NET ST.LUCIE(772)229-90S3
C.A.;5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 29, 2017 KSM JOB# : 170954•-1d/SH/ot
PERMIT# 17010374
CONTRACTOR Wynne Development
JOB LOCATION 124 Mediterranean Boulevard N.
Spanish Lakes#1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W_ 0"- 12" 37 105.3 110.2 95.6
2. N.W. 39 105.9 96.1
3. Center 39 106.1 96.3
4. N.E. 38 106,2 95.5
5. S.E. 37 104.9 95.2
Soil Description:
Brown Sand
w 111A i I I I I I
In Place Moisture: E ( ! I I ! I
8.7 Percent I I I 1 I 1 {
Optimum Moisture: G 110.0
11.0 Percent I I I I
T { I f I
Max. Dry Density: P { ! I I I I
110.2 P.C.F.
C I I I I I
@ Test Locations The I I
Density& Penetrometer F
Readings Indicate the 1Dg,p --••—• — -
Degree of Compaction Meets I r••--•_�.._..r..._ �. �..".
Minimum Required D
for S �I �E+nl���latiorl.
&t11I41 2#an to Natural Grade. Y 107.0
8 9 10 11 12 13 14
+: Moisture-%of Dry Weight
� M ,
R
o St," icte County Building Department
i lakes.com
Al, �;,,,.•° RECEIVED MAR 312017
tivs�flUt
Ronal(i G, )<eifer, I?E.:372..93 1 SI Lir„No_:SCiO I Julie E. Keller. I}E.:6a366