HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 5-7-18TIP 01k t
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO- 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 1657 and ASTM D 2922
DATE TESTED April 17, 2018 SCANNED.
PERMIT # 1602-0492 BY
CONTRACTOR Regatta Constructiorr T LUCIE COUNTY
JOB LOCATION 4905 River Place
Ft Pierce Florida
KSM JOB # : 181233-2d/MH/cv
RECEIVED
MAY 0 7 1018
Permitting Department
ITEM TESTED Compacted Foundation Fill for the House Pad - Re -Test St. Lucie County
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.E.
0" - 12" 50
110.9
110.8
100.1
2. S.W.
go52
108.8
98.2
3. Center
51
106.7
96.3
4. N.E.
50
107.3
96.8
5. N.W.
50
110.1
99.4
Soil Description: 112.0
Brown Sand W 1 I I I I I
E I I I I I I
In Place Moisture: I I I I I I I
8.3 Percent
H I
Optimum Moisture: : T 12.0 Percent P
Max. Dry Density: C 109.0 IIII I
110.8 P.C.F. I I
F I
Test Locations The I
. _.._
ll
Density & Penetrometer 108.0
1 I I I I I
Readings Indicate the D I I I I I I
Degree of Compaction Meets R
III,- �Ir' wired Y 107.0 � .._..�.._..� ..- �..-..�.._..�.._...,
n 9 10 11 12 13 14 15
e. • �. , ndation
lgs5aken to Natural Grade.
Ides ' $U ted: Moisture - % of Dry Weight
App
Rot/ED
regatta@aol.com; sidesigngroup@yahoo.com
F814 141 to: St. Lucie County Building Department
Ronald G. Keller, PE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04/18/2018 14:37 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845.7446 ( ) 768-8488321 FAX (661) 845-8876 • www.ksmengineering.ne# MELBOURNE
C.A.: 5693 E-Mail, K$M@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 599.6469
ASTM D 1557 and ASTM D 2922
DATE TESTED ;
April 17, 2018
KSM JOB # : 181233-2d/MH/cv
PERMIT #
1602-0492
RECEIVED
RECEIVED
7 CONTRACTOR :
Regatta Construction
APR 9.1018
APR .19 701A
JOB LOCATION
4905 River Place
Permitting Department
St. Lucie county
Permitting DepartmenI
Ft. Pierce, Florida
St. Lucie Cr),.,--
ITEM TESTED
Com acted Foundation Fill for the House Pad - Re -Test
TEST LOCATION
DEPTH *PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.E.
0" -12" 50
110.9 110.8
100.1
2. S.W.
" 52
108.8 OF
98.2
3. Center
51
106.7 P1
96.3
4. N. E
50
107.3 if
96.8
5. N.W.
" 50
110.1 It
99A
Soil Description:
Brown Sand
In Place Moisture:
8.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree ofiCompaction Meets
Minimum Required
,y NC>.
Julie eIle,
F
.A
��rltll111111
to Natural Grade.
r
Moisture - % of Dry Weight
gatta@aol.com; sidesigngroup a@yahoo.com
St. Lucie County Building Department
Ronald G. Keller, E.: 3729d / S! Liu. No.: 860 / Julie E. Keller, P.E.: 68396
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
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
April 17, 2018 KSM JOB # :
1602-0492
Regatta Construction
4905 River Place
Ft. Pierce, Florida
Compacted Foundation Fill for the House Pad - Re -Test
181233-2d/MH/cv
RECEIVED
APR 2.4 1018
Permitting Department
St. Lucie County
TEST LOCATION
*PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.E.
0" - 12" 50
110.9
110.8
100.1
2. S.W.
1152
108.8
98.2
3. Center
It51
106.7
96.3
4. N.E.
If50
107.3
96.8
5. N.W.
50
110.1
99.4
Soil Description:
Brown Sand
112.0
1
I I I
I I
W
E
I
I I I
I I
In Place Moisture:
I
I
I I I
I I
8.3 Percent
G
111.0 —
I I
H
I
I I I
I I
Optimum Moisture:
T
I
I I I
I I
12.0 Percent
110.0 _..i
.._.. _.. i .._.
�.._-• i ••_---
P
I
I I I
I I
Max. Dry Density:
C
I I I I
1o9.0
I I
110.8 P.C.F.
F
I
I I
I I
@ Test Locations The
Density &Penetrometer
108.0
I
I I I
I I
Readings Indicate the
D
Degree of Compaction
Meets R
I
I I I
I I
Minimum Required
Y
107.0
FA001 I 6►rd F d f
9
10 11 12
13 14 15
,10foun a Ion
�`` ��? • • _d&Taken to Natural Grade.
IF
No.
CJI
eU
Julie elle
� e
It�QF
c�a •e '
Moisture - % of Dry Weight
r
' p./+
gatta@aol.com; sldesigngroup@yahoo.com
x St. Lucie County Building Department
Ronald G. Keller, E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366