HomeMy WebLinkAboutKSMSCANNED TAP 0 31� 9
BY AV.
KELL.IAi, F6%W HER & 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 4, 2018 KSM JOB # : 183041-1 d/SS/cv
11
PERMIT # 1806-0601
CONTRACTOR Wynne Development
. RECEIVED
JOB LOCATION 14881 Tucan
Spanish Lakes Fairways SEP 14 2818
Fort Pierce, Florida Permitting Department
ITEM TESTED Compacted Foundation Fill Lucie County
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
42 106.4 110.6 96.2
2. 1'S.E. 38 108.E 98.2
3. i;Center to44 105.5 TV 95.4
4. "S.W. 44 107.9 97.6
5'. N.W. 43 105.7 95.6
Soil Description:
Brown Sand .
with Clay 112.0 I I I I I I
In Place Moisture: W
10'.8 Percent E I I I I I
li 1 111.0 I _.j_.._f._..�.._..1 .._..j_.._.
Optimum Moisture: G I
11.0 Percent H I I I I I
T j I I I I I
Max.Dry Density: 110.0
1 _.�_.._�. �.._. _..j_.._.
1 0.6 P.C.F. P
I I I I l
Cm Test Locations The C 1 o9.o I — • — _ I _
Density & Penetrometer j I I I I
Readings Indicate the F I I I I I I
Deq;q@�
af0Q4gm action Meets I I I I
`ANAiIIQi �ii� 108.0
U0
\���'���Il��iieJi• R
*,set. Reads s.Takan to Natural Grade.
�Giuss bW Y .107.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
ie..
yam/ � ���••••• , -
/I
F°4+y I t. Lucie County Building Department
E=mail'tbl. otty@spanishlakes.com
Ronald G. Keller P.E.: 37293 / SI I ic_ No - R(M / .IuliP F_ KpIIr-r P_F - RiR3RF;
I
09/0642018 16:03 772589645r-9 KSM ENGINEERING PAGE 01/03
1JAVA
KE!LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING'INC.
MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, 1=L 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561) 84$-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAXI;{561) 845-8876 . E-Mail; KSMOKSMENGINEERING-NE'r ST. LUDIC (772) 229-9093
C.AJ: 5693 FAX (772) 089-6469
li
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
TE TESTED September 4, 2018 KSM .SOB # : 183041-1 d/88/cv
RMIT # 1806-0601
I�
.,OB LOCATION
I�
li
ITEM TESTED
Wynne Development
14881 Tucan
Spanish Lakes Fairways.
Fort Pierce, Florida
Com
Fill
RECEIVED
SEP 0 zo18
Perrnitt. O
S( Lucie Count e�c
11
TEST LOCATION
DEPTH,
* PEN
- -
DRY MAX_ DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
.
N.E,
0" -
42
106.4 1 1.0.6
95.2
.
S.E.
38
108.6 FF98.2
3.
Center
44
105.5
95.4
.
S.W.
44
107.9 1P97.6
5,
N.W.
43
105.7 if95.6
Soil Description:
Brown Sand.
�vith Clay
In Place Moisture:
10.8 Percent
Ipptimum Moisture-
1 1.0 Percent
I
IMax. Lary Density:
!!110.6 P.C.F.
@ Test Locations The
Density & .Penetrometer
('Readings Indicate the
�i De
,pa ufif M, action Meets
�tfn.
�� Reads s'! A* to Natural Grade.
u GtEt91� brrai
Ile
Moisture - % of Dry Weight
;. Lucie County Building Department
panishlakes.com
RnnaId O, KCIIor, P.E.: ?729.i : Sl Li(;. NO,: A. Julie: E_ Keller, PE.: AA366