HomeMy WebLinkAboutKSMKELLER, 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
SGANNfig RECEIVED
�� SOIL COMPACTION REPORT
�/�, �ea� ASTM D 1557 and ASTM D 2922 SEP 14� 2019
SauciP' oun Perm(ttln De rtment
DATE TESTED September 5, 2018 KSM JOB # : 183049M m� canty
PERMIT # 1806-0597
CONTRACTOR BKV Homes
JOB LOCATION 2314 Atlantic Beach Boulevard
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.
2. N.E.
3. Center
4. S.E.
5. S.W.
Soil Description:
Tan Sand with.
Shell Fragments
In Place Moisture:
11.1 Percent
Optimum Moisture:
12.0 Percent -
Max. Dry Density:
106.9 P.C.F.
0" - 12" 30
102.8 106.9
96.2
If
32
103.2 If
96.5
If
38
105.1 "
98.3
If
34
103.8 "
97.1
if 36
104.7
97.9
@ Test Locations The
Density, & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for UngWkBdFpundation.
* 1 QQtdlliig>Men to Natural Grade.
108.0 I I I I I
W
E I I I I I
I 107.0 i _.�_.._�._.. _..�.._..j_.._.
G
H I I I I I I
T j I I I I I
106.0
P
I I I I I I
C 105.0 ............._.
j I I I I I
F
104.0 �.._ I I _.. I ._. I .._ ..........
D I I I I I I
R I I I I I I
Y 103.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
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County Building Department
1 ' A nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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 September 5, 2018 KSM JOB # : 183049-1d/SS/ct
PERMIT # 1806-0597
CONTRACTOR BKV Homes
JOB LOCATION 2314 Atlantic Beach Boulevard RECEIVED
Ft. Pierce, Florida SEP 2,6 ppte
Permitting DA artmen-
ITEM TESTED Compacted Foundation Fill St. Lurie count,
TEST LOCATION DEPTH *PEN
DRY MAX. DRY PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 30
102.8 106.9 96.2
2. N.E. 1132
103.2 96.5
3. Center If38
105.1 98.3
4. 'S.E. 1134
103.8 97.1
5. S.W. 36
104.7 If97.9
Soil Description:
Tan Sand with
108.0 - I 1 I I
Shell Fragments W
In Place Moisture: E
11.1 Percent I
I I I I I
107.0 — j— —f — — T••—••j—.._.
G
Optimum Moisture: H
j I I I I I
12.0 Percent T
106-.0 j I 1 1 1 I
Max. Dry Density: p
1
I I
106.9 P.C. F.
I I I I
C
@ Test Locations The
I I I I
105.0 —.j _............. j—
j —
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets
104.0 �— • — I I I I
Minimum Required Dj
1
for,Utl§ kek 6urjdation. R
I I I I I
'p. 5"Me d4 ��tgn to Natural Grade. Y
103.0 � • — • I — —I _ � _ I — I_ —
��� •' e0
A.
9 10 11 12 13 14 15
•
No =
e
Moisture - % of Dry Weight
° . — `
•
si en� • ;
�` °tpa a • • 4 gmail.com
'Lucie County Building Department
o
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09/06/2018 16:01 77258964,F�?,a KSM ENGINEERING PAGE 01/.01
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II', KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AN.D TESTING, INC.
I, MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN' FL 32978�-1377 SE13ASTIAN (777.) 589-0712
PALM BEACH (561) 845-7445 MELBOURNE 321 768-8488
FAX (561) 845-887G www,A_KSMEPnGINE . II ST LUCIE ( 72) 22
IE�Mail: KSMt�KSMarNGINEERING.NET Cr ) 9-9093
C.A-: 5693 FAX (772) 589.6469
i SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
I'
DATE TESTED September 5, 2018 KSM JOB 9 : 183049-1d/SS/ct
I
PERMIT f# 1806-0597
CONTRACTOR BKV Homes RECEIVED
JOB LOCATION. 2314 Atlantic Beach Boulevard SEP' 0 7 2018
Ft. Pierce, Florida
Permitting Department
I
St. Lucie County
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"
30
102.8
106.9
96.2
2.
N.E-
1132
103,2
96.5
3.
Center
38
105.1
98.3
4.
S.E.
34
.103.8
97.1
5.
S.W.
36
1041
"
9-7.9
Soil Description:
Tan Sand with
Shell Fragments
In Place Moisture:
11-1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density_
106-9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Un#oW110: `� I`t ion.
P?,Ft d ► .'��QV Natural Grade,
108.0 I I I I I
W
E 1 I I 1 I
I 107.0 ._.�_.._�.._., _..�.._..�� .._.
G
M
T
106.0--.._.i_,.—
P
C 105.0 I
F
104.0 I I I I I
D I
R103.0
9 10 11 '12 13 14 15
Moisture - % of Dry Weight
hall-com
County Building Department