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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND ~TESTING, I'NC.
MARTIN(772)337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH(561)845-7445 MELBOURNE 321 768-8488
FAX(561)845-8876 www-@KSM NGINng.net ST.LUCIE(772)229-9093
E-Mail:KSM�KSMENGINEERING.NET
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
Revised: July 13, 2017
DATE TESTED July 12, 2017 KSM JOB# : 172179-1 d/MH/cc
PERMIT# 17055onstruction
CONTRACTOR Gra 3a 1 ,Zd 1-dd06 _ado . �4
JOB LOCATION 17900 Wagon Wheel Lane S ��
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Re-test
TEST LOCATION * X.PEN DRY MA DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0"- 1.2" 50 105.8 1.09.5 :` 96.6
2. N.E. 50 107.7 98.4
3. Center 50 107.0 ''. 97.7
4. S.W. 40 104.0 95.0
5. S.E. 50 104.1 95.1
Soil Description: 111.o I I I I I
Brown Sand W I I I I I
E
In-Place Moisture: 1 110.0 -
8.0 Percent G
H I I I I I
Optimum Moisture: T
11.0 Percent 109.0 I.=..�.._.._
P
Max. Dry Density:
109.5 P.C.F. C
108.0
@ Test Locations The F I I I I I
Density& Penetrometer
I I I I
Readings Indicate the 107.0 -
',� ap' 5fiq�npadction Meets R I I I I I
r+,e tion. 106.0 4--.._
* eadi` sd*en.to Natural Grade. g 9 10 .11 12 13 14
Res - n11�� Moisture-%of Dry Weight
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Ronald G. Keller,P.E.:37293/SI Lic. No.:860 / Julie E.Keller,P.E.:68366