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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 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 1657 and ASTM D 2922
DATE TESTED December 7, 2018 KSM JOB # : 184201-1d/SH/cv
PERMIT # 1809-0601
I
CONTRACTOR Wynne Development �FCF -I
JOB LOCATION 41 Grande Camino Way s�''•���C����UL/����
j Spanish Lakes Country Club Village tGC'9o�
Fort Pierce, Florida �qco I ,
ITEM TESTED Compacted Foundation Fill
TEST LOCATION *PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 37 104.6 109.1 95.9
2. KI.W. if37 105.2 96.4
3. Center " 39 106.9 98.0
4. N.E. 38 105.9 97.1
5. S.E. 38 105.7 96.9
Soil, Description:
Brown Sand
1 110.0 I I I I 1
In Place Moisture: W j I I I I I
9.8 lPercent E j I I I I I
Optimum Moisture: G 109.0 1- • — • — • • _ I _ I _ I_ _
12.0 Percent H I I I
T
Max. Dry Density:
109j.1 P.C.F. P
108.0
@ Test Locations The C
Density & Penetrometer
Re (dings Indicate the F
Degree of Compaction Meets
Minimum Re ui red { I I I I
for Sta \MI�III�I R
* P rL*� '11 wgg tf� latural Grade. y
.61 ubml ed:•..� y 106.0
.37 9 10 11 12 13 14 15
Moisture - % of Dry Weight
_ Iler, P.E. _
STAT
Fax '�AWE
unty Building Department
E-mail �f�i,f'llll�i`1 >'i•�c.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
!12/11/2018 09:26 7725896469 KSM ENGINEERINP.- PAGE 03/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 $EBASTIAN (772) 589-0712
PXLM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (621) 708-8488
FAX (561) 845,8876 E-Mail: KSM@KSMENGINEERINC.NET ST. LUCIE (772) 229-9093
C.A.; 5693 FAX (772) 589-6469
i
SOIL COMPACTION REPORT ` y
HL E
ASTM D 1657 and ASTM D 2922
DATE TESTED December 7, 2018 KSM JOB # : 184201-1 dlSH/ry
PERMIT # : 180"601
CONTRACTOR Wynne Development RECEZV�ED
JOB LOCATION 41 Grande Camino Way
Spanish takes Country Club Village DEC 1 12018
Fort Pierce, Florida Permittin p P
ITEM TESTED Compacted Foundation Fill St, g e artment
TEST LOCATION DEPTH * PEN CRY MAX. DRY
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 37 104.6 109.1 95.9
2, N.W. if 37 105.2 It96.4
3. Center 39 106.9 98.0
4, N.E. 38 105.9 97.1
a, S. E, 38 105.7 if 96.9
Soil Description:
Brown Sand
110.0
I I I I I I
In Place Moisture: W
6.8 Percent
I 1 1 i I
optimum Moisture: G 109.0
12.0 Percent H I I 1 I 1
T
I Aax. Dry Density- I I I
109.1 P.C.F. R I-
10i3.0 -t•-• ...r . I — - — -
@ Test Locations The G I
Density & Penetrometer
Readings Indicate the F j I E I
107,0 -
[Oegree of Compaction Meets �•—.._.!_.._I.�..,—j�--�..�..--.1_.._.
Minimum Fie ui d I I I I !
for StakIl I j 1 I I i
" P`� atural Grade. R 1 i
{ Y 108.0 I I I 1
. putmEtea•••p
a,3y 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Iler, P.E.
$TAT `
Fax 'd �? aunty Building Department
-mail L�,,!'lulllull�c,com
Rpri;�ld C. Kall�r. PE.; 37<?9.i / :tif E_ir, N�,i.; $Ej[) / ,Izrlie E. Kaller. P,F,,,; 6A3C,i6