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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING A.N11D 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 1667 and ASTM D 2922
DATE TESTED February 12, 2019 KSM JOB# : 190631-1 d/SS/il
PERMIT# 1902-0143 Epa
CONTRACTOR Keith Pearson KECEI'VEDA
JOB LOCATION 4780 Jorgensen Road FEB 2019
Fort Pierce, Florida
Permitting Department
ITEM TESTED Compacted Foundation Fill for the Garage Pad St. Lucie County, FL
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 011- 12" 50+ 109.7 112.9 97.2
2. N.W. 50+ 108.6
It it
96.2
3. Center If 50+ 110.7 It 98.1
4. N.E. 50+ 112.5 it 99.6
5. S.E. 50+ 110.0 97.4
Soil Description:
Brown Sand 114,0
in Place Moisture: W
7.1 Percent E
1110
Optimum Moisture: G
11.0 Percent H
T 112.0 -j—
Max. Dry Density: P
1119 P.C.F. I
C 111.0
@ Test Locations The
Density& Penetrometer F
Readings Indicate the 110.0
Degree of Compaction Meets
Minimum Required for D
ndation R
UPaked6Q4 y
109.0
8 9 10 11 12 13 14
ed:
Moisture-%of Dry Weight
GeE
"
.,
ie
C
Pr6sidy
Orr
irATAW-14j -0. eirsenrd@gmaii.com
*!*Lucie County Building Department
Ronald G.Keller,P.E.:37293/SI Lic.No.:860 Julie E.Keller,P.E.:68366