HomeMy WebLinkAboutInspection Docs KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772) 337-7755 P.1 0. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.itsmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINIEERING.NET ST. LUCIE(772)229-9093
G.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED March 2, 2018 KSM JOB# : 180739-2d/MH/ct
PERMIT# 1708-0515
CONTRACTOR Southern Standard Builders
JOB LOCATION 7437 Gullotti Place
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill - Garage,Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF'SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 011 - 1211 55 115.4 118.9 97.1
2. Center 11 58 118.7 99.8
3. S.E. 56 116.9 98.3
Soil Description:
Brown Sand with 120.0 1
Shell Fragments
E
In Place Moisture: I I
7.2 Percent G
H 119.0
T
Optimum Moisture:
11.6 Percent P
118.0
Max. Dry Density: C
118.9 P.C.F.
F
@ Test Locations The -—-----
Density& Penetrometer
D
Readings Indicate the R
Degree of Compaction Meets y
Mini,nIL
ffo tak gnf� quired 11C).0 -------
. 'f 6, ation 10 11 12 13 14
e to fio
n to Natural Grade.
ds u t Q, Dry
Moisture-%of D Weight
u
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hW.-St. Lucie County Building Department
e4 Yf GRI 13 00'. Ronald G. Keller, RE.:37293/Sl Lic. No.:860 Julie E. Keller, R'E.:68366