HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTTie C?lk f
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KELLER, SCHLEICHER & 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 : February 27, 2018 KSM JOB # : 180695-1 d/SS/ct
PERMIT # Qq61712.05G3V
CONTRACTOR St. Lucie Site Development
JOB LOCATION 4780 Jorgensen Road MAR o 5 2018
Ft. Pierce, Florida
ITEM TESTED • Compacted Foundation Fill
TEST LOCATION DEPTH
* PEN
DRY
MAX. DRY, PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
43
108.7
110.8 98.1
2. N.E. of44
109.2
of98.6
3. Center
44
109.6
of98.9
4. S.E.
42
107.4
It96.9
5. S.W.
39
105.8
95.5
Soil Description:
Brown Sand with Clay
112.0 1 I
I I I I
W
In Place Moisture:
E
I I
I I I I
9.8 Percent
I
G
I
111.0—..—.j.—..—i.—..—
I I I I
Optimum Moisture:
H
I I
I I I I
11.0 Percent
T
I I
10.0
I I I I
Max. Dry Density:
I
110.8 P.C.F.
C
I
109.0 — I
I I I I
— I I I I
— — — — —: —• —
@ Test Locations The
F
.—
I
.— : .
I I I I
Density & Penetrometer
I
I I I I
Readings Indicate the
108.0—..—
Degree of Compaction Meets
D
I I
I I I I
Minimum Nquired
R
I I
I I I I
tIt
for` F�ur%pn. lo
Y
107.0
R'1RM
ea l to Natural Grade.
8 9
10 11 12 13 14
4I y
• No.
Moisture - % of Dry Weight
Geller,
T �
APP ROVE C
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Stacie County Building Department
L%
.�`
*0''11i1$1.9f3onald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie
E. Keller, P.E.: 68366
planning & Development Servgcee
Building & Code Re9u08 00n Division
2300 Virginia Ave
[Fort pierce, F4 34983
-y72.462-2172 Fox 772 462-6443
1
COUNTY
F L O R I A A
Igm
C(+,� i E•I_)t:i Ti7�:rL T'EN
PERMIT # : t /1 Z — V-3 Io �'
BUILDER/CONTF�ACTOR:
CONTROL CONTRACTOR:
P��„� EVICT -A -BUG TERMITE & IIEST CONTW5L INC.
PEST CONTROL LICENSE #: JB175775
We the undersigned, hereby certify that we have pretreat he National Pest Control Associatthe above described
construction
for
subterranean termites in accordance with the standards of
0 r/ � �L
Square feet if area treated: 327q
Percentage of solution: •05°/°
Date of Treatment:
Foots
ist Treatment
_Re -Treat
Chemicals used: �oMIINION 2L
Total gallons used:
Time of Treatment, 2 "
,_.Slab
�rlst Treatment
Re -Treat
Poolsr
Driveway Est Treatment
ist Treatment Re -Treat
Re -Treat Perimeter for Final Inspection
other l
1st Treatment
_Re -Treat Sig ur of Exterminator ate
Note: There must be a completed form for each required ent or re -treatment and this form must be on the job
site to be picked up by the Inspector at time of each inspection or the scheduled Inspection will fall and a re -Inspection
fee charged.
FitiS�Sl®�,2,� Certificate of Protective Treatment for
pfcatesion of as each requred profeweather
ctive treatment sic mp/efed, osting oard
shall be provided to receive duplicate Treatment Certificates ermit files. The Treatment
providing a copy for the person the permit Is Issued to and another copy for the building p
Certificate shall provide the product en Identity wnd numbeof the r of usedlIcator, time nfodestabllsh a verifiable record ofate of the treatment, site d on, area
treated, chemical used, percent con
protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall
be completed prior to final building approval,
�� Lucie �oaao�� �e¢q�aie�ee for theffanal io�ep�e�� �a$av�e;�� and dates of applications. p@ao®d on
the electrical panel boy �®�e�, listing all the
02/28/2018 16: 29 772j �396469 KSM ENGINEEOG PAGE 01/01
upCPIL Ar
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755
PO. BOX 78-1377 SESASTIANI FL 32978-1377 SESASTIAN (772) 589-0712
PALM BEACH (561) 845.7445
PAX (561) 845-8876
wwwAsmengineering.net; MELBOURNE (321) 768-8488
C.A.: 3693
E-Mail: KSM@K,9MENGINEERiNG.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6409
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED
February 27, 2018 KSM JOB # : 180695-1d/SS/ct
PERMIT
CONTRACTOR
St. Lucie Site Development
JOB LOCATION
4780 Jorgensen Road FEB 2 8 2018
Ft. Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH ' " PEN DRY MAX. DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" -12" 43 108.7 110.8 98.1
2. N.E.
11 44 109.2 " 98.6
3, Center
44 109.6 98.9
4. S.E.
5. S.W.
42 107.4 96.
39 105.8. It9
95.
Soil Description:
Brown Sand with Clay
In Place Moisture:
9.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density.
110.8 I.C.F.
aQ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for S aMd(FUland4tion.
to Natural Grade.
k
112.0 1 1 1 1 1
T
c
109.0
108.0
107.0
Y ! I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
)m file Copy
County Building Department PARTIAL APPROVAL
r+.�� ,. ► �` R0A1d G. Keller, PP_; 3729.'3 / SI I-ic. No.; 860 / Jodie E. Keller, pP._ 68366