HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 8-25-1701 2 4
AM
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 ( 321
www.ksmengineering.net MELBOURNE ) 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 1567 and ASTM D 2922
DATE TESTED
August 25, 2017
KSM JOB # :
172648-1d/MH/cv
PERMIT #
1 06'0679
••*C
c'b
CONTRACTOR
: Wynne Development
JOB LOCATION
5 Granada South
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED
Compacted Foundation
Fill
TEST LOCATION
*PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.W.
0" - 12" 50
109.8
110.7
99.2
2. N.W.
50
108.7
98.2
3. Center,
50
110.4
99.7
4. S.E.
50
107.1
96.7
5. N.E.
" . 50
109.3
98.7
Soil Description:
Brown Sand
In Place Moisture:
9.8 Percent
Optimum Moisture:
11.8 Percent
Max. Dry Density:
110.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of ompaction Meets
Mi
P4'ri*;\A � •_•�Re"" Natural Grade
R6p fu mit d:
112.0 I I I
W
E ( I I I I
I i I I I I
111.0
G
H I I I I
T
110.0
P ( I I I I
C 109.0—..—...—..! —..!—..!�..
F
( I I I I I
108.0—..—..� —..�—..�—..—..�—..—..�—..—..
D I I I I I I
R ( I I I I I
Y 107.0—..� — �— —
9 10 11 12 13 14 15
Moisture - % of Dry Weight
., R. RECEIVED SEP 012017
i t\lI ucie County Building Department
Emal'I'thi dosoanishlakes. com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366