HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT�� o 000 NOW h—'; 0AML
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-07.12
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
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 16, 2018 I KSM JOB # : 181677-1 d/SS/aj
PERMIT # 1804-0288 I
CONTRACTOR Wynne Developmlent RECENED
JOB LOCATION 14 Aragon ! MAY 2 1 7.01A
Spanish Lakes 1
Permitting Department
Port St. Lucie, Florida St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *IPEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 44 106.2 110.6 96.0
2. N.W. 42 105.4 1195.3
3. Center 45 107.6 If97.3
4. N.E. 42 105.8 95.7
5. S.E. 44 106.8 96.6
Soil Description:
Brown Sand with Clay 112.0 I I I I 1
W I I I I I In Place Moisture: I
E I I I I I I
13.6 Percent I 111.0 I—••—•j—••—•�•—••—�•—••-1..—.._T
Optimum Moisture: GH I I I I
12.0 Percent T I I I I I
110.0--..—.{—..—.I. —t.—.. —..� ..—.._
Max. Dry Density: p I I I I I
110.6 P.C.F. I I I I I I I
@ Test Locations The D 109.0-
Density & Penetrometer ' F I I I I I
Readings Indicate the I I I I
Degree of Compaction Meets I 108.0
Minir wR9q,uVgd i D I I I I I I
fct�k �t1gn I R I I I I I I
.
vv" to Natural Grade. Y 107.0 �- — 3— — I — —I — —I
R ectf Ily_ S d I 9 10 11 12 13 14 15
•j Moisture - % of Dry Weight
e q1P.
•AAail �Ocie countyIBuilding Department
�}9`anishlakes. com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
05/17/2018 11:54 772589E^c,9 KSM ENGINEERING,- PAGE 05/05
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING INC.
MARTIN (772) 837-7755 p.0. 13OX 78-1377, SEBASTIAN, FL 32978•-1377 SEBASTIAN (772) 589-0712
PAI-M BEACH (561) 845-7445 i MELBOURNE 321 7
www.ksmengineering.ne# ( ) 68-8488
FAX (561) 845-8676 E-Mail_ KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
DATE TESTED
PERMIT # ;
CONTRACTOR
JOB LOCATION
SOIL POMPACTION REPORT
ASTM D 1857 and ASTM D 2922
May 16, 2018
1804-0288
Wynne Development
14 Aragon
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 181677-1 d/SS/aj
T3
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c�
A
m p
m
M
R
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. W. 0" - 1211
2. N.W. If
3. Center if
4. N.E. if
5. S. E. T'
Soil Description.
Brown Sand with Clay
In Place Moisture:
13.6 Percent
Optimum Moisture;
12.0 Percent
Max. Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum t—ngr
, W;ed
for Stitf�owl lh
"P81t_ Wto Natural Gra
Bi
i,Akes.com
Ronald G. Keller, P.E.:
106.2 110.5
96.0
105.4 It
95.3
107.E
97.3
105.8
95.7
106.8
96.6
112.0 1 1 1 1 1 1
W I I I I I I
E I I I I I I
I 111.0
G I I I I I
T110.0
I I I I I
P I I I I I
I I I I I I
F I I I I I I
108.0
0 I I I I I I
R I I I I I 1
9 10 11 12 13 14 15
Moisture - % of Dry Weight
g Department
/ $I Lic. No.; a60 / Julie R. Keller, P.E.: 68366