HomeMy WebLinkAboutKSMSCANNED _ ' OIL t
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KELLE , SCICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
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
PERMIT #
CONTRACTOR
JOB LOCATION
July 23, 2018
SLC1805-0559
Tim Hurlez
5502 Palmetto Drive
Ft. Pierce, Florida
KSM JOB # : 182448-1 d/SS/ct
RECEIVED
JUL 30 2018
ST. Lude QuntY, Permitting
ITEM TESTED Slab for Metal Building
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 37
102.5 105.5
97.2
2.
N.E.
1138
103.0 1197.6
3.
Center
40
104.2
98.8
4.
S. E.
38
103.6
98.2
5.
S.W.
35
101.8
96.5
Soil Description:
107.0
Gray & Brown Fine Sand I I I I
w
In Place Moisture: E 106.0 I — I _ _I _ I _ I _ I_ _
7.8 Percent G I I I I I I
Optimum Moisture: H I I I I
12.0 Percent T 105.0 — I— —
P I I I I
Max. Dry Density: I I I I I I
105.5 P.C.F. D 104.0 •t-..— �——�.—..;..—..T. �..—.
@ Test Locations The F I I I I I
Density & Penetrometer 103.0
�
Readings Indicate the I I I I I
Degree of Compaction Meets D I I I I I I
R
Minimum Required y 102.0for Stakofqftuion 9 10 11 12 13 14 15
* PAP. in _ e to Natural Grade.
♦1�1p Moisture - % of Dry Weight
e
Y ♦ S
r o.
APPROVEC
NJulie E e er, P.E.
a P-di e8frAT ° a'
J ♦ 0
` ,r i ♦; fll *.slim
ail♦ttj RCVble County Building Department
9d��x" a✓7�yF�L� �Z�S� t
ax6F�nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
T? (OIL 9
10 4V P11
KELLER, SCHLEICHER & Ma,cW*ILLIAM. ENGINEERING A
MARTIN (772) 337-7755 PO. BOX 78-1:377, SEBASTIAN, FL 32978-1377
PALM BEACH {56'1) 845-7445 wwwAmengineering.net
FAX (561) 845-b876
E-Mail: KSMPKSMENGINEERING,NE-r
C.A.: 5693
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D Z922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
July 23, 2018
SLC1805-0550
Tim Hurlez
5502 Palmetto Drive
Ft. Pierce, Florida
KSM
RECEIVED
JUL 2 5 Z018
ST. Lucie County, Permitting
I I CM. I,I=z:i I LI) Slab for Metal Building
TEST LOCATION
DEPTH
PEN
DRY MAX. DRY
OF SAMPLE
-READ
'DENSITY PROCTOR VAL,
1. N.W.
37
102.5 105.5 7
2. N.E.
38
103.0 of
3. Centet.
40
104.2
4. S.E.
38
103;6
5. S.W.
35
101.8
Soil Desc* ription:
Gray & Brown Fine Sand
1.07.0 1 1 1 1
W
In Place Moisture:
7.8 Percent
E
1
106.0G
Optimum Moisture:
H
I
12.0 Percent
T105.0
4
Max. Dry ()ensity:
P
I
105.5 P.-C.F.
C
104.0
@ Test Lbbations The
F
Density & Penetrometer
103,0
Readings indicate the
I
Degree of. Compaction Meets
D
Minimum Required ii
R
1010.
for StAkqdcFuwqql,%ion
y
9 10 11, 1:
4di, to Natural Grade.
Moisture - % of.
Julie E P. E.
eOtrAT :,rc:
1'966 County Building Department
Julie E. Keller, P.E.:
ESTING, INC,
%STIAN (772) 589-0712
DURNE (321.) 768-8488
LUCIE (772) 229-9093
FAX (772) 589-6469
#:i 182448-1d/SS/ct
i
PERCENT
COMPACTION
Weight
97.2
97.6
98.8
98.2
96.5
07/24/2018 16:21 7725899469 KSWENGINEERING4 PAGE 01/01
IVC!1Aff
KELLER, SCHLEICHER & Mar-WILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SIF5ASTIAN (772) 689-0712
PALM BEACH (561) 845-7445
FAX (561) 845.8876 ;WwmW,ksmengineering.net MELgpURNE (321 ) 768-$4$8
669S E-Mail: KSM@KSMENGINE_ERING.NET ST LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1567 and ASTM D 2922
DATE TESTED July 23, 2018
PERMIT # SLC1805-0559
CONTRACTOR Tim Huriez
JOB LOCATION 5502 Palmetto Drive
Ft. Pierce, Florida
ITEM TESTED Slab for Metal: Buildin
KSM JOB # : 182448-1d/SS/ct
qua wuno-Dalonl •4.
�+edaa 6a14JULled '
81aa ti inr
oaAraoaa
TEST LOCATION
,DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
I.
N.W.
0" - 12" 37
102.5
105.5
97,2
2.
N.E.
38
103.0
ry
97.6
3-
Center
" .40
104.2
"
98.8
4.
S.E.
" 38
103.6
2
5.
S.W.
35
101.8
96.
Soil Description:
Gray & Brown Fine Sand
In Place Moisture:
7.8 Percent
Optimum Moisture:
12,0 Percent
Max. Dry Density:
105.5 P.C.F.
cQ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stakgj,Fi0um 9j1on
* PP'f29in4;to Natural Grade_
Moisture - % of Dry Weight
WOe County Building Department
Off fIg;eI .,Fk5 »Id G. Keller, P.E.: 37293 1SI Lic. No,: 860 / Julie E. Keller, RE._ 08366
i
OIL 9-
X AVIL
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN' FL 32978-1377 SEBASTIAN (772) 589-0712
www.ksmengineering.net
PALM BEACH (561) 845-7445 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 July 23, 2018 RECEIVED
PERMIT # SLC1805-0559
CONTRACTOR Tim Hurlez 11A 31 2018
ST, Lucie County, Permitting
JOB LOCATION 5502 Palmetto Drlve ____
Ft. Pierce, Florida
KSM JOB # : 182448-1 d/SS/ct
=.RECEIVED
ITEM TESTED Slab for Metal Building
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 37
102.5 105.5 97.2
2. N.E. it38
103.0 It97.6
3. Center if40
104.2 It98.8
4. S. E. It38
103.6 it98.2
5. S.W. 35
101.8 96.5
Soil Description:
Gray & Brown Fine Sand
107.0 ! I I I
W
I
In Place Moisture:
E
106.0
7.8 Percent
G
Optimum Moisture:
H
I I
12.0 Percent
T
105.0 .L.._.I_.._I. �.._ .�.._..�.._.
Max. Dry Density:
P
I I !
! I I I I I
105.5 P.C.F.
c
104.0 1-- — j——j._..�.._..T T.�.._.
@ Test Locations The
F
I I I I I I
Density & Penetrometer
103.0 — — — — — — • —
Readings Indicate the
I I I I I
Degree of Compaction Meets
R
I I I I I
Minimum Required
Y
102.0 — I — — I — — �- — !— — •,
for Stand" & tign
9 10 11 12 13 14 15
a
* Pie -A.. � I� a p trto Natural Grade.
,
Fit °m,
Moisture - % of Dry Weight
o
e
a° • a
A
r en O 4
nl 'Qum
Qom
Faiea�i .•°°" " o = bt&e County Building Department
'grp�s 6''"°Ronald G. Keller, P.E.: 37293 / SI Lic. No.:
860 / Julie E. Keller, P.E.: 68366