HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, SCHLEICHER & MacWI LIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-137 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 ww .ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 - E-Mail: KS.M@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1i557 and ASTM D 2922
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
October 10, 2018
1806-0390
Garcia Partial Cleaning & Grading
2320 Oak Drive
Hutchinson Island
Ft. Pierce, Florida
Compacted Foundation Fill for the House Pad
TEST LOCATION DEPTH * P
OF SAMPLE RE
1. N.E.
0" - 12" 51
2. S. E.
52
3. Center
It51
4. N.W.
30
5. S.W.
53
Soil Description:
Brown Sand
with Shell Fragments
In Place Moisture:
7.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.5 P.C.F.
F
@ Test Locations The
Density & Penetrometer D
Readings Indicate the
Degree of Compaction Meets RI
Minimum Required
for U�tae'dav14ndation
* +tin. eradil kpirt to Natural Grade.
'?? % � -.I.• w $_
KSM JOB # : 183542-1 d/MH/ct
DRY MAX. DRY PERCENT
DENSITY PROCTOR VALUE COMPACTION
111.3 113.5
98.1
112.6
99.2
111.1
97.9
110.4
97.3
113.2
99.7
115.0
I
114.0
00
I I I I
113.0.._.�_.._.I. _�._.. _..J.._...
I I f I I
112.0
I I I I
111.0_.1_.._.�._.._f._..y.._..*.._.._
I I I I I I
110.0
8 9 10 11 12 13 14
b
ale- '.elt�
m � d
w
u`d.com
F ` 'Mails rlu6cie County Building Department
"#*1jj aYijj4j 9onald G. Keller, P.E.: 37293 / SI LIC. NO.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
10/11/2018 14:06
7725896469
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KSM ENGINEERING
PAGE 01/01
KELL.ER, SCHL.EICHER & MacWIL.LIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOA( 78-1377, SEBASTIAIN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM{ BEACH (561) 845-7445 w ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KS r @KSMENGINEERING.NET 5T. LUCIE (772) 229-9093
C.A.: 5693 SOIL, COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION :
October 10, 2018
1806-0390
Garcia Partial
2320 Oak Drive
Hutchinson Island
Ft. Pierce, Florida
& Grading
KSM JOB # : 183542-1d/MH1ct
RF
C��FO
ps Cf fj,�oV
t �46e�epa
co
ITEM TESTED Compacted Foundation Fill for the House Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N. E.
0" - 1 2" 51
2. S.E.
Is52
3. Center
Is51
4. N.W.
30
5 S.W.
53
Soil Description:
Brown Sand • -
with Shell Fragments
In Place Moisture:
7.9 Percent
Optimum Moisture:
11.0 Percent -
Max. Dry Density:
113.5 P_C_F_
aQ Test Locations. The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets .
Minimum Required
for UnstLjMdFFaw0ption
Pep!°Aea&cQrJ9&f0 Natural Grade.
w~
111.3 113.5
98.1
112.6 "
99.2
11"I'l if
97.9
110.4 of
97.3
113.2 up99.7
115.0
w I
E=
I I E ! I I
G114.0 a--.._.._.._.._.._.._.._.._.._..�..�
H I I I I I I
T 1 I I I
P 113.0
c I
112.0 --.._.i_. _.i _.._i._..�.... .._...
IF i
D 111.0 I — — r—--1.4._..rt.._...
R I I I I I
Y I I I I I
8 9 10 11 12 13 14
AO
�4Som
N IaN-te!•' cr County Building Department
"44,fONkl
091-1,41. d G. Keller, RE.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Kollrr. P.P.: SARRR