HomeMy WebLinkAboutKSM 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) 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 November 26, 2018 KSM JOB # : 184044-1 d/SS/cv
PERMIT # 1811-0105
CONTRACTOR Wynne Development .p
JOB LOCATION 46 La Villa Way i00*OP.-
LakesSpanish Florida Country Club Village
Fort Pierce
d
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 50+ 107.4 111.7 96.2
2. ,S.W. If108.3 1197.0
3. Center 107.9 of96.6
4. N.W. 109.7 of98.2
5. N.E. 110.3 98.7
Soil Description:
Brown and Tan Sand
with Clay 113.0 I I I I I I
In Place Moisture: W
6.5 Percent E
Optimum Moisture: G 112.0 �— — — • • —I _ I _ I — I— —
11.0 Percent H I I I I I
T j All
I IMax. Dry Density:I IP '
I111.0—..—..I@ Il est Locations The CIDehsity & PenetrometerI IRe dings Indicate the F j I IDegree of Compaction Meets 110.0 !— T- jt� redDI Ition.I
•i fp s en to Natural Grade. R I
y I I I I I
.' expect it d: 109.0 �•---r--•—r•—•---- — --T-
Mn_. ii 8 9 10 11 12 13 14
a Moisture - % of Dry Weight
u r,
f� Si `•,`t. Lucie County Building Department
YA6iZf -; CWiv(awvnnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
_ "•11/27/2018 16:52 77258 KSM ENGINEERIft
aIL It
�.FILE
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL. 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 645-7445
FAX (561) 845-8876 www.k8mancgineering.net MELBOURNE (321) 768-8488
C.A.: 5893 E-mail: KSm@KSMENGINEERING.NE'r ST. LUCIE (772) 229-9093
FAX (772) 589-64r,9
SOIL COMPACTION REPORT
ASTM D 1557 and ,A,STM D 2922
DATE TESTED November 26, 2018 KSM JOB # ; 184044-1 d/SSlcv
PERMIT # 1811-0105
CONTRACTOR Wynne Development
JOB LOCATION ; 46 La Villa Way
Spanish Lakes Country Club Village 001.
Fort Pierce, Florida
ITEM TESTED Compacted Foundation FlII
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
2. S.W.
3, Center
4, N.W.
5. N.E- .
Sail Description:
Brown and Tan Sand
I
ith Clay
In Place Moisture;
6.5 Percent
Optimum Moisture:
1 1.0 Percent
Max, Dry Density;
111.7 P.C-F.
0" - 12" 50+ ..107.4 111.7 96.2
11 If
108.3 '.
fl rr 'f 97.0
it 107.9 96.6
109.7 98.2
110.3 If 98.7
Test Locations The
nsity & Penetrometer
adings Indicate the
Dree of Compaction Meets
en to Natural Grade.
...4.
113.0 I I I l I
w
G 112.0 �.._.� ... _.. ._.. .._ I _.
T
P 111.0...,-4..— I_..�.
r i i I i i
110,0
p
a
Y 109.0
8 9 10 11 12 13 14
Moisture - IN, of Dry Weight
U- ..St. Lucie County Building Department
, c['Dwynnebc,com
Ronald G. Keller, P.E.' 37293!S1 Lio. No.; 860 / Julie, E. Keller. RE.: 613866