HomeMy WebLinkAboutKSM REPORTKa AV&
LE
HLEICHER & MacWILLIAM ENGINES I �CQP, K.KELLER, SC
MARTIN (772) 337-7755 P.O. 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 January 7, 2019 KSM JOB # : 190042-2d/SS/ct
PERMIT # 1811-0021
CONTRACTOR R & E Loader Service, Inc. SCANNED RECEIVED
13 JOB LOCATION 10651 Pine Needle Drive St Lucie Coin 1AN 17 2n19
Ft. Pierce, Florida Permitting Department
St. Lucie County
ITEM TESTED
Compacted Foundation Fill - Retest
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E. - 2nd Lift
12" - 24"
36
106.5
110.3
96.6
2.
S.E. - 2nd Lift
It
41
109.2
Is99.0
3.
S.W. - 2nd Lift
it37
107.1
If97.1
4.
N.W. - 2nd Lift
It
33
105.8
95.9
5.
N.E. - 1st Lift
0" - 12"
40
108.7
98.5
6.
S.E. - 1st Lift
46
110.3
100.0
7.
S.W. - 1st Lift
45
109.5
"'
99.3
8.
N.W. - 1 st Lift
40
107.3
97.3
Soil Description:
Brown Sand
with Some Clay
In Place Moisture:
10.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Wn�t' a `1464ndation
.114 1 �. S. . t: I I f A1p�
Moisture - % of Dry Weight
. CCCVI��_111CCVVVV�)��) �p7 �
Jmlie
b r 0-
'4r@bellsouth.net
f�a�0d ai t Lucie County Building Departmet
�1r7,�y'
1...tG' C1�,
y a `ae�ijYg:4a�iZF'Nonald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
01/08/2019 17:01 7725896469 KSM ENGINEERING ; PAGE 01/01
117A x
1ENGIN
EDIQQ O, INC. KELLER, SCHLE1CHER& MacWILLIAY
i SEBASTIAN (772) ss9-0712
MARTIN (772) 337-77.55 P.O. BOX 78-1377, SESASTIAN, FL 32978-1�377
8488
PALM BEACH (561) 845-7445 www.ksmengineering.nei MELBOURNE (77) 229-9093
FAX (56(T) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. [�U FAX
(772) 589-646
C.A.: 5 93 FAX (772) 889-6469
SOIL, COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 7, 2019 KSM JOB # : 190042-2dlSS/Ct
PERMIT # 1811-0021
CO TRACTOR R & E Loader Service, Inc-
JOB LOCATION 10651 Pine Needle Drive Af: e
�7
Ft. Pierce, Flodda Pes ktl 4 y
cie e 7�S
ITEM TESTED Compacted Foundation Fill - Retest po nt
TEST LOCATION DEPTH PEN DRY MAX. 'DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. IV.E. - 2nd Lift 12" - 24" 36 106.5 110.3 96.6
2. S.E. - 2nd Lift 41 109.2 99.0
$. S.W. - 2nd Lift 37 107.1 97.1
4. N.W. - 2nd Lift 33 105.8 95.9
5. N.E. - 1st Lift 0" - 12" 40 108.7 . 9$.5
6. S.E. - 1st Lift 1046 110.3 " .100.0
7. S.W. - 1st Lift " 45 109.5 " 99.3
8. N.W. - 1 St Lift 40 107.3 " 97.3
Soil Description: 111.0
Brown Sand
with Some Clay E I I I I 1
I
l j I t I I
In Place Moisture: G -
1013 Percent, H 110.0—.1_.._L.`
T
Optimum Moisture:
11 �0 Percent P I -
!
Mai x. Dry Density: 109.0 a-- • • — • — —
110.3 P.C.F. f I I I 1
@ Test Locations The i= 1 I I
Dnsity &, Penetrometer 105.0
Radings Indicate the p I I ( I 1
Degree of Compaction Meets R
MiniWmkegjI#red Y
f�°Ls�lcgiSfation 107.0--.._.�_.. ^�i
9 1011 12 13 14
w ► ^ Moisture - % of Dry Weight
h N
� h
'I
er@bellsouth.net
0'Lucie County Building Departmet
Ronald G_ Keller, P.E.; 37.293 / Sl Lic. Nc,.: 860 f JCflie G. Keller, RE.: 683GG