HomeMy WebLinkAboutSOIL COMPACT REPORTVIP C1L
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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 j 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 13, 2018
PERMIT# 1709-0495
KSM JOB # : 173429-2d/SS/ct
CONTRACTOR Sharina Baka
JOB LOCATION 3901 Millisa Terrace
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Sh4Pad -
MAR E1.2099
Permitting Department
St. Wtle County
TEST LOCATION DEPTH " PEN DRY MAX C DRY ® PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE 0', COMPACTION
R
1. N.E. 0" - 12" 51 113.2 116.0 a 97.6
2. Center 51 114.6 99.0
3. S.W. 47 112.1 .: d 96.6
1 ,
Soil Descrip ion: o
Tan and Brown Sand °b 117.0 1 I L I I I
W
With Clay o E
In Place Moisture: z
9.5 Percent m U 116.0 L..— J" .n�—••_ _ _.._ _.._
Optimum Moisture: C0 -'I H
11.0 Percent 6iJ T I�tr I I I I
P I j
Max. Dry Density: 115.0 (—••_..j_.. .{—.._.j_.._.j._._{._.._
116.0 P.C.F.
@'Test Locations The I I I I I
Density & Penetrometer F I I I I I I
114.0 __.._.:_.._..
Readings Indicate the —
Degree of Compaction Meets D I I I I I I
Minimum Required R I I I I I I
f9AAk%1@ " Fip}Indation. Y 113.0 •— �— — �— — '— — —------
fira i� u'en to Natural Grade. 8 9 10 11 12 13 14
Moisture - % of Dry Weight
Lucie County Building Department
Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/14/2018 16:09 77258964f,
KSM ENGINEERING
PAGE 01/01
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KELLER, SC.HLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-•1377, SEBASTIAN, FL 32978-1377 3 BASTIAN (772) 569-0712
PALM BEACH 845-7445 wwwAsmen inearin net MELBOURNE 321 766.84a6
C.A.:5693
FAX (569) 845.8876 8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) ) 229-9093
FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 13, 2018
17CM495
Sharma Baka
3901 Millisa Terrace
Fort Pierce, Florida
KSM JOB # : 173429-2d/SS/ct
ITEM TESTED ._...Compacted Foundation Fill for the Shed Pad -Retest
FEB I -2018
TEST LOCATION DEPTH " PEN
OF SAMPLE
DRY MAX. DRY PERCENT
READ
DENSITY PROCTOR VALUE COMPACTION
1. N. E. 0" - 12"
51
113.2 116.0 97.8
2. Center
51
114.8 " gg 0
3. S.W.
47
112.1 96.6
Soil Description:
Tan and Brown Sand
117-0 I I I I I
with Clay
W
1
In Place Moisture:
E
I I I I I I
9-5 Percent
I
I I I I I I
G
116.0
Optimum Moisture:
H
11.0 Percent ..
T
I I ) I I
Max. Dry Density;
P
116.0 P.C.F.
115.0 �•-_..j_.. .)_.._.I_.._.L_ ._t.----
C
Q Test Locations The
I I I I I
Density & Penetrometer
F
Readings indicate the
.
114.0••_•.�—•._.�_.._.�_.._.�_.._�._..,
Degree of Compaction Meets .
D
I I I I I I
Minimum Required
R,
I I I I I I
for Uns1pkeffo4ndation.
Polt e6diLT�to Natural Grade.
Y
113.0 I—••—•�—.._.� .._.I,.._I,.._I ._.._
8 9 10 11 12 13 14
Moisture - % of Dry Weight
No.�
ATE OF�Z'
t�gmail.com File Copy
7 i ter' ?l dCis County Building DepartmO TTQL APPROVAL
oNA1. to
f d'k12;&13%GaI G. Keller, PE_; 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366
I
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: KSMQKSMENGINEERING.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 13, 2018 KSM JOB # : 173429-2d/SS/ct
PERMIT #
1709-0495
CONTRACTOR
Sharina Baka
JOB LOCATION :
3901 Millisa Terrace
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Shed Pad - Retest
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 51 113.2 116.0 97.6
2. Center 51 114.8 99.0
3. S.W. 47 112.1 96.6
Soil Description:
Tan and Brown Sand W 117.0 I I I I I
with Clay E I I I I I I
In Place Moisture: I I I I I I I
9.5 Percent G L _ I_.._• I_. _ _ I _ _ I
116.0 —••—
Optimum Moisture: H I I I I I I
11.0 Percent T I I I I I
I I I I I
Max. Dry Density: P115.0..—..j_..
116.0 P.C.F. C
@ Test Locations The I I I I I
Density & Penetrometer F I I I I I I
Readings Indicate the —
Degree of Compaction Meets p I I I I I I
Minimum Required R I I I I I I
for URgtoked.Ejgundation. Y 113.0 a —11—••-1--•-
*�{ rha aken to Natural Grade. 8 9 10 11 12 13 14
S Moisture - % of Dry Weight
N0
Si F
ten' Agmail.com
ucie County Building Department
ONAL
°J/p'Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Planning and Development
COUNTY Services Department
Building &Code Regulation Division
Inspections
Helpful Hints for Owner Builders
SCANNED
Scheduling Inspections BY
9 St. Lucie County'
• Inspections are typically performed the day after the inspection is scheduled.
• There are two ways to schedule an inspection:
a. Call 772-462-2172 or 462-2165 between 8 a.m. and 5 p.m. If you want a
courtesy phone call one hour before the inspection, make your request and
leave your phone number with the operator. Or
b. Go to www.stlucie.org, click on permits, click on online building inspection
system.
1. Enter permit number
2. Enter confirmation number (this number is on the top of your building
permit next to the building permit number.)
3. Enter
4. Click on the request next to the inspection you want to schedule.
5. To request one hour advance notice, click on add note, insert one hour
advance notice and phone number.
6. You can use the online system anytime.
Day of Inspection
• Go to www.stlucie.orp, click on permits, click on daily inspection schedule.
• . Locate your address or permit number, the screen will show the inspector name
and the order in which the inspection is scheduled.
• Inspections are listed in order of scheduled site visit for each inspector
geographically for entire county.
• Inspectors are available by phone at the numbers listed below from lam till 4pm.
Andy Wentz
Gary Scheigner
Greg Smyth
Walter Pride
Dave Johnson
772-249-9502
772-370-2543
772-370-0482
772-370-2539
772-370-2548