HomeMy WebLinkAboutKSM REPORT05/06/2019 07:53 7725896469 KSM ENGINEERING PAGE 01/01
KEENER, SHER & III ,n .
MARTIN (772) 337-7766 Mac ENGINEERING AND TESTING
-7755
PALM BEACH (561) 845-7445 P.O. BOX 78-1377, SE13ASTIAN, FL 32978-1377 0712
,
FAX (561) 845-8876 www-ksmen0ineerin9,net SEBASTIAN (772) 889
C.A.: 5693 E-Mail: KSM0KSMENGINEERING.NET MELBOURNE (321) 768-848a
ST. LUCIE (772) 229.9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
DATE TESTEQ ASTM D 1667 and ASTM D 2922
May 2, 2019
PERMIT #
CONTRACTOR
JOB LOCATION
TEST LOCATION
OF SAMPLE
1904-0428
Holly Santero
5001 Silver Oak Drive
Fort Pierce, Florida
DEPTH
2. Center 0
3. N.E. „
$oll Description:
Light Brown Sand with
Some Shell Fragments
In Place Moisture:
6.0 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.7 P.C.F.
@ Test Locations The
Density 8 Penetrometer
Readings Indicate the
KSM JOB #
191734-1 d/CH/cv
RaCENED
MAY b.' 20f9
indation Fill for the Metal
Buildin pad
rerSt.ELueting Department
St. Lueio County
PEN
DRY
MAX. DRY
READ
DENSITY
PROCTOR VALUE
PERCENT
COMPACTION
45
109.7
113.7
53
110.2
96.5
55
110.5
96.9
97.2
W 115.0 i 1
E I I I
FG1 114_0 J—.._..i .._..i .. _..� .._. ..�._� ..�...
•I )
T
113.0 i— _..L.._.. . _..L.._. _..L.._...
p j
I
I I I I 1 I
C 112.0 T.._..�.. ..�.._..�..�..�.. ..� ..�...
F
• j 1 I I I I
111.0 —.._.. ..�..
R
6 9 10 11 12 13 14
Moisture - % of Dry Weight
Ragald G. Keller, P.E•: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366