HomeMy WebLinkAboutKSM SOIL COMMPACTION REPORT 8-3-18KELLER, SEI,„%HER & Mac'
MARTIN (7TY tom` All ' P.O. BOX 78-1
PALM BEAC ( 61) 845-7445
FAX (561) 845-8876 E-Mail:
C.A.: 5693
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ILLIAM ENGINEERING AND TESTING, INC.
-7, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
wksmengineering.net MELBOURNE (321) 768-8488
'M@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
,STM D 1557 and ASTM D 2922
July 17, 2018
1804-0290
Wynne Develol
144 Mediterran
Spanish Lakes
Port St. Lucie,
n Boulevard N.
orida
KSM JOB # : 182360-1 d/MH/ct
RECEIVED
AUG 0 3 2010
Permitting Department
St. Lucie County
ITEM TESTED ' Compacted Foundation Fill
TEST LOCATION DEPTH L PEN DRY MAX. DRY PERCENT
OF SAMPLE I READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 52 112.6 114.7 98.2
2. N.E. 1153 113.4 it98.9
3. Center 54 114.6 if99.9
4. S.W. 51 111.9 of97.6
5. S. E. 50 110.7 96.5
Soil Description:
Brown Clayed Sand 116.0 � I I I I
I I I I I
In Place Moisture: w j E I
6.2 Percent I 115.0—.j—..—f.—..�..—..�.._..j—..—.
I
Optimum Moisture: H I I I I I
11.0 Percent T
114.0
Max. Dry Density: I
P
114.7 P.C.F. I I I I
C 113.o �—
@ Test Locations The j I I I I
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets 112.0
Minimum uired D
R�� I R I
for §t��cLFo %pn. I I I I I
0rP4'3 ETA to Natural Grade. Y 111.0 4— —.I — —I — I — I — I—
,°Re�.� 8 9 10 11 12 13 14
o Moisture - % of Dry Weight
W 4'`� V MI.III�RI�
r� :E
p "d t
7e County Building Department
Enty4 ft—,p ishlakes.com
Ronald G. Keller, P.E.: �7293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366