HomeMy WebLinkAboutKSM REPORT12/04/2018 17:03 7725896469 K5M ENGINEERING PAGE 01/01
TIF `0`RJ�1k I
AYL
FELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) $37.7756 RO. BOX 78-1377, SEBASTIAN, FI_ 32978-1377 SEBASTIAN (772) 589-0712
PALMI BEACH (561) 845-7445 www•ksmengineering-net: MELBOURNE (39-1) 768-848a
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET S• .. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
I
ASTM D 1557 and ASTM D 2922
DATE TESTED December 4, 2018 KSM JOB # : 184154-1 d/MH/ct
PERMIT # 1810-0679
CONTRACTOR Rob Schooley SQAIVrykU
JOB LOCATION 5300 Dunn Road S �y s�''!�,• `��
Ft- Pierce, Florida rLUC1e Count
ITEM TESTED Compacted Foundation Fill for the 24x26 Metal Building Pad
TEST LOCATION DEPTH
"PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. •0" - 12"
50
109.3 113-4 - .. 96.4
2. Center
51
111.6 PI 98•4
3. S.W.
50
110.4 97.4
Soil Description:
Brown Sand With
Traces Shellvv
114,0 -
of
In Place Moisture;
E
I I I I {
8.1 Percent
G
I I 1
I
Optimum Moisture:
113.0 —
11.4 Percent
T
r I I I I
I I I I
Max. Dry Density:
P
I I I I I
112-0 �— • — —
113�4 P-C.F,
CI
I I I
@ lest Locations The
I I I I I
Density & Penetrometer
111.0 — • l . _... _ l . _ .. .. _ .. L . - ,1._... _ .
Readings Indicate the
p
I I I I I
Degree of Compaction Meets
Iz
I I I f I
Minimum Required.
y
l I I I I
forSt�(�d�F4�;dation
110.0
o$ r
*a�rt600q 'ien to Natural Grade.
8 9 10 11 12 13 14
u
� rw
Moisture - % of Dry Weight
p S.Wd n &�ee
County Building Department
ti
� ,,m k"'10onald G. Kellpr- P?E-: 37293 / SI Lic, No.: 800 / Julie E, Keller, P.E.: 08366