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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.
AS TM D 1557 and ASTM D 2922
DATE TESTED August 31, 2017 KSM JOB # : 172576-3d/MH/cv
PERMIT # 1706-0247 RECEIVED
CONTRACTOR St. Lucie Site Development JAN 112018
JOB LOCATION 5010 Palmetto Drive
Port St Lucie, Florida S7, woo county, Permitting
ITEM TESTED Compacted Foundation Fill for the House Pad - Re -Test
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 51 111.7 112.8 99.0
2. S.E. 1150 110.4 1197.9
3. Center IV50 109.6 97.2
4. N.W. of51 111.3 98.7
5. S.W. 52 112.6 99.8
Soil Description:
Brown Sand with W 114.0 i I I I I I
Shell Fragments E I I I I I I
In Place Moisture: I I I I I I I
'
11.2 Percent G113.0 I I I I
H I I I I I I
Optimum Moisture: T I
11.0PeMent P 1i 12.0 -- — !—••—•� —.._.. �._.._�._..—
I i I
Max. Dry Density:
C
112.8 P.C.F. _.!_.._.!......
111.0 — !—
F ! I I I I
@ Test Locations The I I I I I
Density & Penetrometer I I_ .. _ . l _ .. _ . I ......
.._.. _ .. _
Readings Indicate the D 110.0 ! I I I I
Degree of Compaction Meets R j
Minipilrnh uired Y
tp ayndation. 109.0
g 9 10 11 12 13 14
" en to Natural Grade.
Res at d:
t :.J Keller, E.
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Lucie County Building Department
���► f f i 111���, Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
APPROVED
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FILE
/ Julie E. Keller, P.E.: 68366