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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 1557 and ASTM D 2922
DATE TESTED May 26, 2017 KSM JOB# : 171664-1 d/MH/cc
PERMIT# : 1705-0244
CONTRACTOR Wynne Development
JOB LOCATION 13974 Codorno Court
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 53 113.8 113.6 100.2
2. N.E. " 50 110.7 1197.4
3. Center it50 110.2 it97.0
4. S.W. 50 109.5 96.4
5. S.E. 52 108.1 95.2
Soil Description:
Brown Sand with Shell Fragments
115.0 1 I I I I I
W
In Place Moisture: E
7.0 Percent
Optimum Moisture: H 114.0 -
11.2 Percent I I I I I I
T I I I I I
_-- ---Max._Dry_Density: --- - -
113.6 P.C.F. 113.0 }- _..�.._..�. _..�.._.. _..j_.._..
C I I I I I I
@ Test Locations The
Density & Penetrometer F
I I I I I
Readings Indicate the 112.0 -
Degree of Compaction Meets I I I -
Minimurp,, uired DAV
I I I I I
f�o,�®oS11 d cl�oBon. R I I I I I I
�—••—• —••
- n to Natural Grade. Y 111.0 �r�•-..r.._..r.._..r..-••�-•
°°Y �� � U y ¢�• �: 8 9 10 11 12 13 14
m No. a Moisture-% of Dry Weight
m
m o m
�h ie County Building Department
Ishlakes.com RECEIVED JUN 02 2017
Ronald G. Keller, P.E.:37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366