HomeMy WebLinkAboutKSM REPORT1 9
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.ksinengineering.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
8CANNELD'
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St Lucia County
DATE TESTED December 10, 2018 KSM JOB # : 184223-1d/MR/cv
PERMIT # 1809-0596
CONTRACTOR Wynne Development
JOB LOCATION 32 Flores Del NorteClo a
Spanish Lakes Country Club Village g d o
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. ;S.E.
2. S.W.
3. IN.W.
4. N.E.
5. Center
Soil Description:
Gray Sand
In Place Moisture:
11.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.7 P.C.F.
0" - 12" 44
104.7 108.7
96.3
if 45
105.2 If96.8
it 44
104.3 of96.0
" 45
104.8 it96.4
" 46
105.5 it97.1
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Re uired
for ; eI ilr�ir,tion.
* �e� 40to Natural Grade.
ed:
' o
6
Moisture - % of Dry Weight
Off.
�r�ui • �,
59 d• ,,(re County Building Department
E- ebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366