HomeMy WebLinkAboutCompaction CertKELLER, 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED June 30, 2017 KSM JOB # : 171832-3d/MH/cc
PERMIT # 1703-0573
CONTRACTOR Rafael Salgado
JOB LOCATION 515 Hartman Road
- - -- - - - Fort Pierce,, Florida-- - - — - - --- - -- - --
ITEM TESTED Compacted Foundation Fill for the Monolithic Garage Slab
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 50 110.7 115.6 95.8
2. Center 52 112.4 f` 97.2
3. N.W. 51 111.6 96.5
Soil Description:
Brown Sand with Shell Fragments
117.0 1 I I I I
In Place Moisture: E I I I I !
9.7 Percent I I I I I I
Optimum Moisture: H 116.0 I _ • I _ _I„ _ _ I - _ I _ _
11.8 Percent. T I I I I I
I I I I
Max. Dry Density: p I I I I I
115.6 P.C.F. 115.0-.._..� .._.. I:._.._.!-.. { .._.._
C I I ! I I
a@ Test Locations The I I I I
Density & Penetrometer F
I I I I
Readings Indicate the 114.o I -
Degree of Compaction Meets D I I I I
MinimuR,Rfq/ fired R I ! ! ! 1
fe��w�i �I, Fh° d�t�on Y
.�� n to Natural Grade. 113.0 �- ••-••-� ••--�.-..-•{--.•-..j- -
. I't
9 10 11 12 13 14
p u y ed�
i/3 Moisture - % of Dry Weight
e
p.E. t;�
' icy'We" . col com
i 0 � t`lLucie County Building Department
fill
rrllil���
Ronald G. Keller, RE-.: 37293 / S1 Lic. No.: 860 / Julie E. Keller, P.E.: 68366