HomeMy WebLinkAboutKSM REPORT 10-24-18L.
R
M
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.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 October 16, 2018 KSM JOB # : 183617-1 d/SS/cv
PERMIT # 1808-0701
CONTRACTOR Wynne Development 9 DECO-1V,E BY
SCANNED
JOB LOCATION 6523 Yedra Avenue OCT 24 2Q St. L-weComb
Spanish Lakes Fairways
Fort Pierce, Florida ST. Lucie county., PerrrYi=
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" 38 105.9 110.9 95.5
2. N.E. 1144 108.3 1197.7
3. Center it41 106.5 if96.0
4. N.W. it43 107.9 If
97.3
5. S.W. it41 106.1 95.7
Soil Description:
Brown and Tan
Sand with Clay 112.0 I I I I I I
In Place Moisture: W
5.3 Percent E I I I I I
111.0
�fOop�t,5im�tum•dMoisture:
G
12.0 Percent H
I
T
Max. Dry Density: 110.0
110.9 P.C.F. P
@ Test Locations The C 109.0 I
Density & Penetrometer j
Readings Indicate the F
Degree of Compaction Meets IjIjI
_.._I
ll
108.0Minim�I���ed
%Fr9D
oga i._..i.._..i .._..j
.._.
`� L• I% to Natural Grade. Y I I I I I
`R�s uU 107.0
d� .._.,_.._�._..�.._..r.._..,_.._.,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
dr�� cie County Building Department
l�►1i�anishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366