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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 August 11, 2017 KSM JOB# : 171894-2d/MH/ct
PERMIT#
CONTRACTOR JW Fersch
JOB LOCATION 4820 Southwind Trail
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Detached Garage
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 50 105.0 109.3 96.1
2. S.E. 36 104.4 it95.5
3. Center 34 105.3 If96.3
4. N.W. 40 106.4 it97.3
5. S.W. 40 104.0 95.2
Soil Description:
Brown Sand
In Place Moisture: 110.0 1 I I I I I
11.6 Percent W
I I 1 i I I
E
Optimum Moisture: I I I I I I
11.0 Percent c„ , G 109.0
— — -
Max. Dry Density: ti H I I I I I I
T
109.3 P.C.F. ° I I I I
P I I I I I I
@ Test Locations Th 108.0 -
Density& Penetrom , er I I I I I I
Readings Indicate the I I I I I
Degree of Compaction Meets F I I I I I
Minimum Required I I I I I I — -
for Un,Ttphgd Foundation D I I I I I I
,
;. `n` 2�ac i 1�r,,Taken to Natural Grade. R I I I I I I
Itted: Y 106.0 — —..—.�—..—�.—..—�.—..�..—..�
8 9 10 11 12 13 14
6
le . Keller, P = Moisture-%of Dry Weight
ecPd 01=
FS •.
SZCNAL ENG\ �•�
11/riiiiOW"'
Ronald G. Keller, P.E.: 37293/Si Lic. No.: 860 / Julie E. Keller, P.E.:68366