HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 12-12-1712/13/2017 14:56 77259
KSM ENGINEER
PAGE 01/03
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.ksmengineeHno.net
MELBOURNE (321) 768-9488
FAX (561) 845-8876
E-Mail: KSM@KSMENGINEERING.NET
ST. LUCIE (772) 229-9093
G.A.: 5693
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 12, 2017 KSM JOB # : 173736-1d/SH/cv
PERMIT # 1708-0643
CONTRACTOR : Wynne Development
JOB LOCATION 55 Bella Del Norte
Spanish Lakes Country Club Village
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. 0" - 12" 37 104.8 109.3 95.9
2. S.W. 38 105.9 96.9
3. Center 38 106.1 97A
4. N.W. 37 105.0 96.1
5. N.E. 39 107.6 98A
Soil Description:
Brown Sand 110.0 I I I I I
W 1 I I I I I
In Place Moisture: E
9.2 Percent
Optimum Moisture: 109.0
H ! 1 I l I
11.0 Percent T I I I I I
Max. Dry Density: P
109.3 P.C.F. 108.0 — _...
I I I ! I
a@ Test Locations The C
Density & Penetrometer F ! I I I I
Readings Indicate the 107.0 I — - - _ • -• l . _ .. J.. _ ..1..
I
Degree of Compaction Meets I I I I l
Minimum Required D I I I I I
fo�•r,§ 0IAbl Mation. I ! ILPermitting
�'en to Natural Grade. Y 106.0 �- • • -- • I— • • •- •!•CEIVED
Moisture • °3 201%
�luli er, P � Department
cie County Building Department County, FL
*� ishlakes.com
���ff ��111�140 �Ror,aid 0, Kel!er, RE., 37293 / Sr Lic. No.- 860 /. Julie E. Keller, PE.: 08366