HomeMy WebLinkAboutKSM REPORTKELLER, 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
SCANNED
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St. Lucie Count
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
August 30, 2019
1906-0174
Wynne Development
13958 Encantardo Circle
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 193454-1 d/MH/jt
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 51
111.3 112.5
98.9
2.
S.E.
50
110.4
98.1
3.
Center
52
112.6
100.1
4.
N.W.
50
108.3
96.3
5.
S.W.
51
111.1
98.8
Soil Description:
Brown Sand with Traces
of Shell Fragments
In Place Moisture:
5.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
113.0 i
W j I I I I I
E i i /164� i
G 112.0
H I I I
T
G
j I I I I I
F
110.0 ••_.�_.._�._..�.._..�.._.1_.._.
D
R I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
e County Building Department
Ronald G. Keller, P.E.:37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366