HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTGj 4VA `
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
October 16, 2017
1706-0677
Wynne Development
14541 Dalia Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 173116-1 d/MR/jl
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N. E.
0" - 12" 46
108.3 110.9
97.7
2.
N.W.
44
107.0
96.5
3.
Center
43
106.8
96.3
4.
S. E.
45
107.5
96.9
5.
S.W.
45
107.2
96.7
Soil Description:
Brown Sand with Some Silt
In Place Moisture:
13.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked•F.Qundation.
aken to Natural Grade.
112.0
W
E I
G 111.0—..—I._..-1.—..—
I I I I
H: I I I I I I
T
110.0I.—..—
P I I I I I I
• j I I I I I
C 109.0 T..—..j—I.—..—
F I I I I I
108.0j
—..j—..—.j—..—.�—..—�.—..—�.—..—
D I I I I I I
R
Y 107.0 4 —
9 10 11 12 13 14 15
Moisture - % of Dry Weight
RECEIVED OCT•2 5 2017
L,
� ;q;Kanishlakes.com
'�•Lucie County Building Department
Ac�
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366