HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
no y 4% Q) AM
KELLER 'J�k
tLip, (4jg-HER & Ma�WILLIAM ENGINEERING AND TESTING, INC.
4 ' SEBASTIAN (772) 589-0712.
MARTIN (7��2) P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 ST; LUCIE (772) 229-9093
C.A.: 5693 E-Miil: KSM@KSMENGINEERING.NET FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED :
L COMPACTION REPORT
R D 1657 and ASTM D 2922
June 11, 2018
1804-0743
Wynne Development
-1
13982 Cedro Court
I
Spanish Lakes I Fairways
Fort Pierce, Flo rida
Compacted Foundation Fill
KSM JOB#: 181903-1 d/MH/jt
RECEIVED
JUN 1, 9 7018
Permitting Department
St. Lucie County
I
TEST LOCATION DEPTH I PEN DRY MAX. DRY PERCENT
OF SAMPLE �EAD DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
2. N. E. 11
3. Center It
4. S.W. of
5. S. E. of
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
5.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree gil(A. '"11 lot
- qpi�N�*'D
for
51
111.6 113.3
98.5
50
110.4
97.4
53
113.4
100.1
50
110.3
97.4
50-
109.4
96.6
I Grade
w.
f-resiclq4pr,
rN6Ap,,, tf4-%'9;ie County Buildi
Email to: dofty@spanishlakes.com
Ronald G. Keller, P.E.: 37
114.0
W
E
G 113.0
H
T
P
112.0
C
F
111.0
D
R
y
110.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Department
/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
06/12/2018 11:25 7725896dgq KSM ENGINEERING PAGE 01/02
1VOILS
KELLER SCHLEICHER,& Mac ILLIAM ENGINEERING AND TESTING, INC.
7 - SEBASTIAN (772) 589-0712
MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL32,978-1377
I MELSOURNE (321) 768-8486
PALO BEACH (561) 845-7445. W ksmengineering.net
M M@KSME�NGINEERING-NET FAX (772) 589,6469
C.A.; 5693 FS, ST. WCIE (772) 229-9093
FAX (561) 845-8876 E- ail:
SOICCOMPACTION REPORT
I
ASTM D 1557 and ASTM D 2922
DATE TESTED June 11, 2018
PERMIT #. 1804-0743
CONTRACTOR Wynne Develop `1 ent
JOB LOCATION 13962 Cedro Court
Spanish Lakes Fal irways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSMJOBO: 181903-ld/MHrit
RrCEIVED
JUN 12 2018.
Permitting Dep . artment
St. Lucie county
TEST LOCATION DEPTH *PEN
'r
DRY
MAX.DRY PERCENT
VALUE COMPACTION
OF.SAMPLE' READ
I
DENSITY
PROCTOR
-1. N.W. 011-12-1
16_1
111.6
113.3 98.5
2. N.E.
150
110.4
it 97.4
3. Center
53
113.4
100.1
4. S.W.
50
110.3
97.4
5. S.E.
50
109A
Soil Description -
Brown Sand with
114.0
Shell Fragments
W
In Place Moisture:
E
5.6 Percent
G
113.0
Optimum Moisture,
H
11.0 Percent
T
Max. Dry Density:
P
112.0
1 4 4— .4-
113.3 P. C. F.
@ Test Locations The
C
Density & Penetrometer
F
Read ings'Indicate the
I 11.0
Degree o!,V*�parjjqb Meets
' 4s,".
for-si;e
.4 k
Fin'as MIN
R
Y
Ifen. Q! ktural Grade.
110.0
d.-'-
8
9 10 11 12 13 14
low
.44
Moisture - 0/6 of Dry Weight
County Building Department
Email to' 9610fflganishlakes,com
Ronald 0. Keller, RE.: 3t2931SI Uc. No.:860 / Julie E. Keller, P.E.. 88366