HomeMy WebLinkAboutKSM Soil Compaction 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
May 10, 2018
1710-0135
St. Lucie Site Development
1316 Lone Pine Drive
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 181621 -1 d/MH/ct
FRECIEVED
6 2018
nty, Permitting
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 51
111.2 115.5
96.3
2.
N.E.
54
114.0
98.7
3.
Center
53
113.2
98.0
4.
S.W.
50
110.9
96.0
5.
S.E.
52
112.6
97.5
Soil Description:
Brown Sand with
Shell & Clay Fragments
In Place Moisture:
6.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for St
Alaed fiwodation.
i
p y � •'
rJ
a
M O
IAArei
OVAL iVZC
to Natural Grade
117.0 1 1 1 1 1 1
w
E I I I I I
I I I I I I 1
G 116.0 �— — — •—..— •—..— • —..—,.—..—
I I I I I
H I I I I I
T
1 I I I I I
P 115.0—..—
I I I I I
C I I I I I
114.0—..—
F I I I I I
• I I I I I
D 113.0..... ...—
R I I I I I
y I I I I I I
112.0—..—..�—..—.(—..—.I—..—.I.—..—I —
8 9 10 1.1 12 13 14
Moisture - % of Dry Weight
com
e County Building Department
G. Keller,_ P.E.: 37293 / SI Lic. No.: 860 / Julie E: Keller, P.E.: 68366
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7.755 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
May 10, 2018
1710-0135
St. Lucie Site Development
1316 Lone Pine Drive
Ft. Pierce, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOB # : 181621-1 d/MH/ct
RECEIVED
MAY .2. 2 MIR
Permitting Departmc
St. Lucie Count,
TEST LOCATION DEPTH * PEN DRY MAX. DRY . PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 51
111.2
115.5 96.3
2. N.E. 54
114.0
it98.7
3. Center 53
113.2
98.0
4. S.W. 50
110.9
96.0
5. S.E. 52
112.6
97.5
Soil Description:
Brown Sand with
117.0 1 I
I I I I
Shell & Clay Fragments
W
In Place Moisture:
E
I I
I I I I
6.8 Percent
I
G
I I I I I I
116.0 j—..—..i—.i—..—.i.....i—..—i.—..—
Optimum Moisture:
H
I I
I I I
11.0 Percent
T
I
P
115.0
Max. Dry Density:
j
115.5 P.C.F.
C
I
114.0
I
I I I
— —
@ Test Locations The
F
I
I I I I
Density & Penetrometer
I
I I I I
Readings Indicate the
113.0 I —..I_••—.I_••—.1—••—.I.........—
Degree of Compaction Meets
D
I I
I I I I
Minimum Required
R
I I
I I I I
for,�k9-6'p6k4Wation.
A.!R&f sken to Natural Grade.
112.0
g 9
10 11 12 13 14
b
P e OF :' 47
MvpLy6' *,rI.com
n 241 t Lucie County Building Department
,f a� A�0"111111onald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
05/11/2018 15:36 7725895dFq KSM ENGINEERING PAGE 01/01
I—
TOP C!1AN
rUIJ.LVL
FELLER, SCHLEICHER & MacWILL.IAM ENGINEERING AND TESTING, INC,
MARTIN (772) 337-7755 PO_ BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM laEACH (551) 845-7445 www.ksrnengineering.net MELBOURNE (321) 768-8488
FAX (58845-8876 E-Mail: KSM@KSMENC.•,INEERING.NET ST. LUCIE (772) 229-9093
G.A., 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : May 10, 2018
PERMIT ## 1710-0135
CONTRACTOR St. Lucie Site Development
JOB LOCATION 1316 Lone Pine Drive
Ft. Pierce, Florida
ITEM TESTED _ Compacted Foundation Fill
KSM JOB # : 181621-1d/MH/ct
RECEIVED
MAY 14 7.018
Permitting Department
St. Lucie County
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
011 - 12" 51
111.2
115.5
96.3
2.
N.E.
54
114.0
98.7
3.
Center
53
113.2
98.0
4.
S•W
50
110.9
96.0
5.
S.E.
" 52
112.6
97.5
Soil Description:
Brown Sand with
Shell & Clay Fragments
In Place Moisture:
6.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum R�y�ired
kill 1/1
for $t8 d o d����1.
h "C
Natural Grade.
ATAT 0
County Building Department
Moisture - % of Dry Weight
Ij)g011A "a1121d G. Kclle!-. F?E.: 37293 /SI Ur- No.: 860 / JOic G. Kefcr, P.E.:58366