HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTz
KELLER, SCHLEICHER & M6cWILLIAM ENGINE - ERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX *1377, SERASTI,AN, FL 2978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561j 845-7445 www.ksinengineErdng.net MEL OU N
FAX
r
E'JC (561) 845-8876 E-mail: KSM@KSMENGINEERING.NET S LUCIE 77� j -�793
SCANNEDC.A.:5693 SCANNFA � /72 589-6469
Sig r 'SOIL COMPACTION REPORT ��Y �
SQUdeCOMI i STM D 1657 and ASTM D 2922 sT, Lucie County, Permitting
DATE TESTED March 29, 2018 KSM JOB # : 181092-1 d/MH/ct
PERMIT # r 8 03 -II
CONTRACTOR St. Lucie Site Development-��OY4
JOB LOCATION
ITEM TESTED •
TEST LOCATION
OF SAMPLE
1. N.E.
2. S.E.
3. Center
4. N.W.
5. S.W.
Dunn Road
Lot 3, Dunn Road Estates
Port St Lucie, Florida
Soil Description:
Brown Sand with
Traces of Clay and Shell
In Place Moisture:
7.9 Percent
Optimum Moisture
11.0 Percent
Max. Dry Density:
112.0 P.C.F.
Foundation Fill
T Z—Z(10=�(Fj8
DEPTHI PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
0" - 1
11
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fo�
$gg iSlP,?,quirt
11uc, ak F�ura iation.
web
,= I
4
n to Natural Grade.
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m
JQjII" eller P:E. o
res O F
Pig
14tlaArasaeg,gzi" onald G. Keller RE.: 37293 / 1 Litt. No.: 860
50
107.4 112.0
95.9
50
109.6
97.9
52
112.6
100.5
50
108.3
96.7
51
111.1
99.2
113.0
W I
E
G
H 112.0
T
P I
111.0 4--• • •
C
F
110.0—..—..i——..—
D I I I I I I
R
y I I I I I
109.0-..—..I—..—.(—..—.�—..—.I.—..—I —
8 9 10 11 12 13 14
Moisture - % of Dry Weight
/ Juiie E. Keller, RE.: 68366
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KELLER, SCHLEICHER & M'acWILLIAM 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 1567 and ASTM D 2922
Revised: May 29, 2018
DATE TESTED March 29, 2018 KSM JOB # : 181092-1 d/MH/ct
PERMIT # 18030561
CONTRACTOR St. Lucie Site Development
RECEIVED
JOB LOCATION Dunn Road
Lot 3, Dunn Road Estates 1UN 01 2018
Port St Lucie, Florida Permitting Department
I St. Lucie Coi,nth•
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" 50
107.4 112.0
95.9
2.
S. E.
50
109.6
97.9
3.
Center
52
112.6
100.5
4.
N.W.
50
108.3
96.7
5.
S.W.
51
111.1
99.2
Soil Description:
Brown Sand with
Traces of Clay and Shell
In Place Moisture:
7.9 Percent
Optimum Moisture: .
11.0 Percent ;
Max. Dry Density:
112.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
�,�br�t�bidyntion.
to Natural Grade.
ectfu�� I��Irr��S��yyAA'hi itte
�erbIj Ig9r..7
113.0 -
W I
E
G ,
H 112.0..—.1_.._.I.—. _.._I..—..�.._.._
T I I I I I
P111.0
C
F Y I I I \I
110.0—..—.a_.._.I.—.._I._..—I..—.. —.._
D I I I I I
R I I I I I
Y I I I I I
109.0..—.;_.._.;._..—;._.._;.._..�.._..�
8 9 10 11 12 13 14
P sjo
Qbol.com
•� S�' jl,,l�y1
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366