HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTK �LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
A T MIN (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
FA (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.q : 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 11, 2018
KSM JOB # : 183131 -1 d/MH/cv
ERMIT # 1807-0695
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Jr:ONTRACTOR Wynne Development
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OB LOCATION 2 Hermosa Lane
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Port St. Lucie,. Florida
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ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN
DRY MAX. DRY PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
N.E. 0" - 12" 55
115.9 118.3 98.0
. S.E. 1157
117.2 99.1
Center 56
116.1 98.1
N.W. 53
113.9 96.3
S.W. 54
114.6 96.9
oil Description:
Brown Clayed Sand
119.0 - I I I I I
'n Place Moisture: W
6.3 Percent E
I
Optimum Moisture: G
I I I I I
118.0 L — — —• ...... — — —
17.8 Percent H
I I I I I
T
I I I I I I
Max. Dry Density:
I I I I
18.3 P.C.F. P-
117.0
�@
Test Locations The
C
Density & Penetrometer
(Readings
Indicate the F
,IDegreef
ompaction Meets
116.0—•I—"—I'—""—"I—"—'
7i T
IN40
�� k Jd
bon• D
�k R
I I I I I I
I'
___ aK.4n to Natural Grade. Y
'
G'�e�c mltted:
115.0—..—.�—..—�.—..
g g 10 11 12 13 14
Y
Moisture - % of Dry Weight
Lucie County Building Department
E- itnol:,spanishlakes.com
Ronald G. Keller" P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller. P.E.: 68366
09/13/I018 13:27 7725896 KSM ENGINEERING PAGE 04/04
I
Td' I A
KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAW IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FI- 32978-1377 SEBAISTIAN (772) 589-0712
PAL (BEACH (561) 845-7445 wwvVAsmengineering.not MELBOURNE (321) 768-8488
FAX (PSI) 845-8876 E-MO. KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
G-A.: 5693 A1► 772) 589-6469
" SOIL COMPACTION REPORT
PARTIAL APPROVAL
ASTM D 1557 and ASTM D 2922
D I TE TESTED September 11, 2018 KSM JOB # : 183131-1 d/MH/cv
P RMIT # ; 1807-0695
CONTRACTOR Wynne Development RECENED
JIOB LOCATION 2 Hermosa Lane SEP 14-2010
Port St. Lucie, Florida
• Permitting Department
St. Lucie county
I EM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N-E. 0" - 12" 55 115.9 118.3 98.0
2. S.E. 57 117.2 99.1
3. Center 56 116.1 98.1
N.VI/. 53 113.9 96.3
IT54 114.6 " 96.9
'Soil Description:
Brown Clayed Sand
119-D � I 1 I I 1
In Place Moisture: W I I I I I
6.3 Percent E 1 ) l I I
I
Optimum Moisture: G 116.0 j - --
10.8 Percent H I
T I E I I I
Max. Dry Density:
118.3 P-C-P. P
117.0 ;- -. _.I _4._.. 4.._. I—• —
@ Test Locations The
Density & Penetrometer
Readings Indicate the F
j I I I 1 I
Degree If om action Meets 116.0 r-- - —
��'��Q'v� �rr�d
- fin' R I I 1 I I I
alb n to Natural Grade. I I I I
-t': Y 115-0 �— •— ;—.-�. _.-�.._..r.._..— —,
I _ 8 9 10 11 12 13 14
J
•I: _ Moisture - % of Dry Weight
fJe `, 't` Lucie County Building Department
E- itW." �idt�y�@spanishlakes.com
Ronald G- Kellor, PE.; 37293 r' Sf Lic, No.: 860 / Ji ilio E. Keller, P.E.: G8366