HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 5-3-18KELLER, 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 May 3, 2018
PERMIT # 1705-0562
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 11900 Midway Road
Fort Pierce, Florida
KSM JOB # : 171133-7d/SS/ct
RECEIVED
MAY 1 1 7010
Permitting Departmen
St. Lucie County
ITEM TESTED Compacted Foundation Fill - Final Lift for the House Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 41
108.2 110.6
97.8
2.
N.E.
of34
106.4 _
96.2
3.
Center
37
107.3
97.0
4.
S.E.
42
109.2
98.7
5.
S.W.
38
107.7
97.4
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
8.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
to Natural Grade
or 1 - Moisture - % of Dry Weight
N
�resl'��r��F 0
0
I' c�att. net
Lucie County Building Department
Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366