HomeMy WebLinkAbout1508-0155 KSM SOIL COMPACTION REPORTKELLER, 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) 84 - 6�3nE-Mail: KSM@KSM ENGINEERING. NET ST. LUCIE (772) 229-9093
C.A.: 569Q4� FAX (772) 589-6469
S�iOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
I
DATE TESTED August 25, 2015 KSM JOB # : 151803-1d/ES/ct
PERMIT #
CONTRACTOR De La Hoz Builders RECEIVED SEP 0.12015
JOB LOCATION 4904 SeagrapePrive
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. E. 0" - 12" 40 109.1 113.0 96.5
2. N.W. 1138 111.4 98.6
3. Center if36 109.3 96.7
4. S.W. it40 107.5 95.1
5. S. E. 42 . 108.8 96.3
1,
Soil Description:
Brown Sand with
Some Clay W 114.0
In Place Moisture E I I I 1 I I
8.7 Percent
Optimum Moisture: 4 113.0
11.0 Percent T I I I I
p' I I I
Max. Dry Density: :112.0 4—••_.... r..—..*.._...� .. �.._.._
113.0 P.C.F. C I
• I I •I
@ Test Locations The F
Density & Penetrometer 111.0
Readings Indicate the j
Degree of Compaction Meets D
R
Minimum@IgUiti�Ql.r�f�A� Y 110.0—.._...._.. �..—...._..+.._...._..�
for U no ��� .:"Q��rw., g 9 10 11 12 13 14
" Peale malt- it tural Grade.
ReU mI
No. 683 Moisture - % of Dry Weight
i
Preti. •. O;RION • •
Emait���'••� detPders.com
Fax and I(Aq fl t ofg County Building Department
f�bh d G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
108/26/2015 13:52 772589�-`\ KSM ENGINEERING PAGE 01/04
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845.7445 I www.ksmienginecring.net MELBOURNE (321) 768-8488
FAX (561) $45-$$76 E-Mail: KSMPKSMENGINF_ERING.NET $T LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
601L COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED August 25, 2015 KSM JOB # : 151803-1 d/ES/ct
PERMIT # : 1508-0155
CONTRACTOR De La Hoz Builders
JOB LOCATION 4904 Seagra�,e Drive
Ft. Pierce, Florida
i
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OP SAMPLE ,READ DENSITY PROCTOR VALUE COMPACTION
1.
N. E.
0" - 12" 'i 40
109.1 113.0
96.5
2.
N.W.
" 38
111.4 lk98.6
3.
Center
" � 36
109.3
96.7
4
S W
, 40
107.5
95.1
5.
S.E.
ifi 42
108:8
96.3
$oil Description,
Brown Sand with
Some Clay
W
114.0
In Place Moisture
E
I I I I I I
8.7 Percent I
I
I ! 1 I I I
I
G
H
j
113.0 .....1_.._.. L.._. _..1.._.. I —
Optimum Moisture: i
T
I I I I I
11.0 Percent
I I I I 1
Max. Dry Density:
p
112.0
113.0 P,C-P.
Q Test Locations The
F
Density & Penetrometer
111.0 t-
Readings Indicate the
j
Degree of Compaction Meets
R
R
j I
I I I I I
Minimum 5gAUW Q4'1#
for Unr e. ul ifs,�`
110.0 �- —-..-....{..._..+.._..�...�...�..�...�
* Pee. irt�71 1"Grade.
g4--gotural
'
8 9 10 11 12 13 14
Reap � u n1l � w+
N0. 6
Moisture - % of Dry Weight
r
Jule� iCe r.4
rre �a z r...0.Rtpr?•,: w�,• m RECEIVED AUG 26 2015
Emai�� �de ers.co
Fax ane�t�'!tt��Count Building Department
37293 / SI LiC- NO-. 860 / Julie E. Keller P.E.: 68366
i
Sep.15.2015 03:36 PM De La -- zl Builders, Inc 77258981277--
i IV 0IL I'
L1rlliJAft
PAGE. 1/ 1
KELLER, SCHLEICHER & !MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 P.O. 130X 78-1377, SESASTIAN, 1= L 32978-1377 SEBASTIAN (772) 589-0712
PALM BF-ACH (661) 845.7445 www.ksmenglneer•ing.net MI;LBOURNE (321) 768-8488
FAX (561) $45-8870 E-Mail: KSWKSMENOINEERINO.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 689-6469
' SOIL COMPACTION ftEP
ART
ASTM D 1657 and ASTM D 2922
DATE TESTED August 25, 2015 KSM JOB # ; 151803-1 d/ES/ct
PERMIT # 1508-0155
CONTRACTOR De La Hoz Builders
JOB LOCATION 4904 Seagrape Drive
Ft. Pierce) Florida
i
i
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 40 109.1 113.0 96.5
2. N.W. " 38 111.4 1198.6
3, Center I 36 109.3 to 96.7
4. S.W. 40 107.5 to
95.1
5. S.E. I 42 108.8 96.3
Soil Description:
Brown Sand with
Some Clay I W 114.0 1 I l I I
In Place Moisture I E l I 1 I !
8.7 Percent I ! I I I I I
113.0 �_.._..L.._..L..� . _ .. I .._..1.._.._
Optimum Moisture: I I I I I I
11.0 Percent T
P
Max. Dry Density: 1..12.0-.._..�.. I..,_,.�.,._..rt.. �..�..._
113.0 P.C.F. ! C t f I I f
I I I I I
@ Test Locations The F I I ! I 1 I
Density & Penetrometer
Readings Indicate the D
Degree of Compaction Meets R
Minimum RJiCA4 �
forUn> J.1Y 110,0—,......�... ... .....+.._.. .._.. .._.._,
�,� " $ 9 10 11 12 13 14
* P % r. too.atural Grade.
Rlp® mI is
tr
6
W SEP 16 2015
Jul• : y
• F
Emers.com
L .
Fax an{d+ idrAlt oun� Building Department
1+n11Ae�Eil C. Keller, E.. 372.93 / SI LIe. No.: 860 / Julie E. Koller; P.F-.: G83GG