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
DINE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
.S'T LOCATION
OF SAMPLE
1. !N.E.
2. S.E.
3. Center
4. S.W.
5. N.W.
Soil Description:
Brown and Tan Sand
with Clay
In Place Moisture:
5. 1 Percent
O Itimum Moisture:
11:0 Percent
Max. Dry Density:
1111.7 P.C.F.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
November 26, 2018 KSM JOB # : 184041 -1 d/SS/cv
1811-0096
Wynne Development
14141 Cancun Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
Compacted Foundation Fill
SC®�N�
St Lucie Count Rr""�'
P N0U �? � zoo
el-Mitun
St. Cu 9 e'p!rtmem
DEPTH * PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
0" - 12" 50+ 109.7 111.7 98.2
"It110.1 1198.6
108.3 97.0
" 109.2 97.8
" 106.7 95.5
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for
I S;ak Fopndation.
kNeW%PdiF4VTtaken to Natural Grade.
{ r
• • r
s 81Q
7
113.0
W I
E
G 112.0
H I I I I I
T
P 111.0
C
• j I I I I I
F
110.0 i _.j _�._..�.._..--.. ..j_.._.
D
R I I I I I
Y109.0
I I I I I I
8 9 10 11 12 13 14
County Building Department
:.com
Moisture - % of Dry Weight
•*���11NA`
11 1%%' % Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
11/ 7/2018 16:52 7725896469
K5M ENGINEERING_
PAGE 01/05
TAP C! 19
A'1►Q111JAV L
KELLER, SCHLEICHER & MacWILLIAM ENGINEERI D S IV
Mla,RTIN (772) 337-7755 P.O. g X 78-1377 SEBASTIAN FL 3297 -13 sTl i 2 n-848
pA� M BELCH (551) 845-744.5 P l] Q www,ksmengineering.net MELBOL RNE (32 76
FA(561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C. , .: 5693 FAX (772) 589-6469
SOIL. COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
ITEM
�ATE TESTED November 26, 2018
ERMIT # : 1811-0096
CONTRACTOR Wynne Development
OB LOCATION ; 14141 Cancun Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
TESTED Compacted Foundation Fill
KSM JOB # : 184041 -1 d/SS/cv
'p,
A�NBOG
sec9Q
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
N.E. 0" - 12" 50+
109.7
111.7
98.2
. S,E. " "
110.1
98,6
3. Center
108.3
97.0
4- S.W.
109.2
97.8
5, N.W.
106.7
95.5
1
Soil Description,
Brown and Tan Sand
with Clay
113.0
lrt Place Moisture: W
5.4 Percent E
p#imumMoistUral G
112.0
1.0 Percent H
I
! I I I
I
T
Max. Dry Density:
I !
!
11.7 P.C.F. P
111.a j
...I,Test
Locations The[Density
& Penetrometerheadings
/——i�
Indicate thee
ree of Com action Meets 9 P
r[!Minimum
Required
I I
I
r S,akM
1F2pndation.
Q,0 e�di Tt9ken to Natural Grade. y
a
9 10 11 12
13 14
,..
Moisture - % of pry Weight
Sig
-f; ail9f. l'*Oe County Building Department
'/ ebc.com
.....
tl%%%% ROnald G. Keller, P.E.: ;477.93 / SI t.,iC. No,; 860 1
.1t.i►ie F. Koller, RE.: 68366