HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTi
.�6. 11/12/2018 _11:17 772589�';9 KSM ENGINEERIN(T-1, PAGE 01/01 /
3
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FILE CARTIAL APPROVAL
& Mac ENGINEERING AND TESTING, INC.
�� 3�7$_.I SEBASTIAN (772) 589-0712
MC . L L E R, S O H L E I C H E R MELBOUF1Nlr (321) 768-8488
M IN (772) 337-7755 I?O. BOX 78-1377, $EQAS�IAN,
F -745 www.ksnengGieerng,net
ST, t UCIE (772) 229-9093
PA BEACH (561) 345 E-Mail- KSMCKSMENGINEERING.NET FAX (772)589-6469
(5
15
c. .: 5693 SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922 KSM J08 # . 183919-1d/MH/ct
�I DATE TESTED November 9, 2018 SCANNEDPERM1T # 18070366 BY
y0�i
CpNTRACTOR St. Lucie Structures St Lurie CoUntY As�`�ih9 �018
J013 LOCATION 18504 Tranquility Base Lane CIO
11n y %e
Ft. Pierce, Florida
ITEM TESTED Com acted Foundation Fill for the Air lane ria" at , aw PERCENT
*PEN DRY MAX. DRY
TEST LOCATION DEPTH READ DENSITY PROCTOR VALUE COMPACTION
OF SAMPLE 113.0 97.0
1. N.W. 0" -12" 50 .109.6 97.7
50 110.4 97.9
2. N.E. ,50 110.6
98.5
3. Center
,50 111.3 96.2
4. S.W. 50 108.7
5. S.E.
Soil Description:
Brown Sand with
Shell Fragments I I I
In place Moisture: W 114:0 I I
e 1 j I I I I
5.3 Percent I
I I I 1
Optimum Moisture'
11.0 Percent T
Max. Dry Density: P 112.0 — j� • j .. — • _ _i. .. J .. .
113.0 P.C.F. 1 { l I 1
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction MeetS D I I I 1 I I
Minimum Required for R 110.E •�-- � . i-- . — � — . _ I _ . _;. _ ....� . -
lJn$tdOld �3{ tion Y 8 9 10 11 12 13 14
*,*R.� ISken to Natural Grade.
�+ I Moisture - °A of Dry Weight
f
NJ.
3ulie.: :' Iler,
►rylo ol.com
•,Lucie County Building Department
nP�i cJ 1 •� wl q:� a
''�rd4reeatiw�l9Q'+`
Ronald G- Keller,, P.E.: 37293 / SI tic. No.: 860 i Julie E. Keller, P.E.: 68366
i
evoj&'P6a Nm..4�1 f"•
"Considering Your EnvironmenC RFcFtllD
State License Number 114708 jMOP
11192 47th Road North Royal Palm Beach, FL 33411. Pe .1
561-333-8777 / FAX 561-333-8999 / Toll Free 866-414-PEST 90
to,
Property Information
Subdivision: Lot: Block:
r
vo
Address
City & Zip
Owner
Builder I Contractor Information
Name of Builder.
Shell Contractor.
Section:
o Construction Type
klonolbic: Ftoating/Stemwall: Patio: Entry:
Driveway:
Addition: Other:
a
Product I Treatment Information[[4—
Treatment date:\
Technician:�Time: .�_
Treatment Type (must check one) initial Under Slab: in Supplemental:
Product Applied: Cypermethrin: Premise 75 .Other
Concentration: - o T % Mixed Product Applied: 396 Gallons
Square Footage Treated: 3wo Linear Feet Treated:
a09 -
If this is checIbed, them final perimetter freaft ent has een comp Wed and file
following statement is applicablo.
Ceritifcate of Commliance: THIS BUILDA'G HASP.ECEIVED A COMPLETE TREATMENT FOR THE
PREWAMN OF SUBTERRANEAN 7ERMIIES 7REA7MENTIS IN ACCORDANCE WITH 7HE RULES AND
LAWS ESTABLISHED BYTHE FLORIDA DEPARTMENT OFAGRICUL7UREAND CONSUMER SERVICES
(Florida Suitdng Code (FBC)18l6 4.7) -------
Applicators Name (Please Print) E
Up CP Ilk ff /eV7,0364
KE LER, SCHLEICHER & MacWILLIAM ENGINEERI - E
MA i IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 3297 1 EBA IANC)068-8il!
PAL BEACH (561) 845-7445 MEL OU
www.ksmengineering.net
FAX 561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A. 5693 FAX (772) 589-6469
i SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
D' TE TESTED November 9, 2018 KSM JOB # : 183919-1d/MH/ct
P, RMIT # 18070366
ONTRACTOR St. Lucie Structures
J B LOCATION 18504 Tranquility Base Lane
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Air
TEST LOCATION
OF SAMPLE
N.W.
N.E.
Center
S.W.
S.E.
oil Description:
Brown Sand with
Shell Fragments
J)n Place Moisture:
5.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.0 P.C.F.
DEPTH *PEN DRY
READ DENSITY
Mane Hangar Pad
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
0" -12" 50
109.6 113.0
97.0
" 50
110.4
97.7
" 50
110.6
97.9
" 50
111.3
98.5
" . 50
108.7 It96.2
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
UnstaKediFu nd4tion
n to Natural Grade.
Rev 3 0
114.0
E
G
I I I I I I
H 113.0 �..—.�_.._.�_.—�..—..;.._.._.
T I I I
P
I i I 1 I
112.0
C I I I I I
I I I I I
F 111.0
I I I I I I
D110.0
I I I I I I
Y 8 9 10 11 12 13 14
Moisture - % of Dry Weight
4 d
4 W
i
Keller, . ;
e k%
4 it s. - Q7.com
d t ta`' cie County Building Department
G�aa°a_;111W Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Seto %L ff
CAM&
KE LER, SCHLEICHER & MacWILLIAM ENGINEERING S
MA IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978- 37jS TI N (7 2) 5 1
PAL BEACH (561) 845-7445 www.ksmengineering.net Y1tfL R 848
FAX'(561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
C.A. 5693 SOIL COMPACTION REPORT
DATE TESTED November 9, 2018 KSM JOB # : 183919-1 d/MH/ct
RMIT # 18070366
ONTRACTOR
St. Lucie Structures
JOB
LOCATION
18504 Tranquility Base
Lane
r-
C
Ft. Pierce, Florida
C 3
fD o
HE
C OI
0
3
C=
il
EM TESTED
Compacted Foundation Fill for -the Airplane
Han ar`?ad
TEST LOCATION
*PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
N.W.
0" - 12" 50
109.6
113.0
97.0
N.E.
50
110.4
97.7
Center
50
110.6
97.9
. S.W.
50
111.3
98.5
S.E.
50
108.7
It96.2
Soil Description:
3rown Sand with
Shell Fragments
n Place Moisture:
i.3 Percent
►ptimum Moisture:
1.0 Percent
Max. -Dry -Density:
113.0 P.C.F:
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
Uns kdd o1�tMaVon
e� e , Pken to Natural Grade.
• P
i.
r' �,-fel
l
W 114.0
E I
G i i i i
H 113.0 ;..
T I I
P
112.01—. r_..—I._..-1.. �..—.._
C I I I I
I I I I I
F 111.0 4.._1—
D I I I I I I
R 110.0—.._.�_.._.}_.._j._.._j.._...._...,
Y 8 9 10 11 12 13 14
Moisture - % of Dry Weight
Ifl iDi;,pi.com
'Mai'1•t�r�t. Acie County Building Department
i�� t�
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366