HomeMy WebLinkAboutKSM REPORTS05/03/2019 12:05 7725896,m59 KSM ENGINEERIN' PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARnN (772) 337-7765 RO, BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (661) 845.7445 www.kstnengineering.net MELBOURNE (321) 768-8488
FAX (561) W-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D_2922
DATE TESTED
May 1, 2019
KSM JOB # : 191029-3d/MH/°v
PERMIT #
1902-0164
1oa.14unoo aeonU41wa° 6U41-SLujad
CONTRACTOR
St. Lucie Site Development
tilOL U:AVW
SCANNED
JO8 LOCATION
1405 Lone Pine Drive
BY
°3^a�a
Fort Pierce, Florida
St. Lucie COunty
ITEM TESTED
Compacted Foundation Fill - 3rd Lift
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
'COMPACTION
1. S.E.
24" - 36" 54
114.7
116.5
98.5
2. S.W.
55
115.3
99.0
3. Center
54
114.5
98.3
4. N.E.
54
114.0
97.9
5. N.W.
53
113.2
97.2
Soil Description:
Brown Sand with Traces of
Shell and Clay Fragments
In Place Moisture:
W
118.0
6.1 Percent
E
Optimum Moisture:
H
117.0
I
11.0 Percent
T116.0
I I I I I
Max. Dry Density;
116.5 P.C.F.
C
I I I I
@ Test Locations The
F
I I I
Density & Penetrometer
I 1 I I I
Re�c�i{kq�lodicatethe
114.0 j— •—•j_.._.i_.._i._.._I._.. ).._.._
q(� ction Meets
R
I I I I I I
�or
Y
113.0 i—••—'+— — i—..�i._.._i.._..�.._.. ,
irt+cFa`ked d�iikati6p
8 9 10 11 12 13 14
Res � uyy ausaeN Moisture - % of Dry Weight
RnL'�-@aol.com; maximilianclemons@gmail.com
St. Lucie County Building Department
Ronald G. Keller, P.E,: 37293 / SI Lic. No,: 860 / Julie E. Keller, P.E.: 68366
04/30/2019 11:01 7725895^� KSM ENGINEERINC,- PAGE 03/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH 845-7445 www.kamengineering.net MELBOURNE (321) 768-8488
FAX (56645-8876 8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-3469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED - Apr(129, 2019
PERMIT # 1902-0184
CONTRACTOR St. Lucie Site Development
JOB LOCATION 1405 Lone Pine Drive
Fort Pierce, Florida
KSM JOB # : 191021A0/cV
APR' 10 7019
SCANNED Permitting Departmew
BY St. Lucie Count"
St. Lucie County
ITEM TESTED
Compacted Foundation Fill - 2nd Lift
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.E.
12" - 24" 47
110.9
113.3
97.9
2.
S.W.
51
111.0
98.0
3.
Center
56
111.5
98.4
4.
N.E.
45
110.8
97.8
5.
N.W.
55
111.3
98.2
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture: W 114.0
7.9 Percent E
Optimum Moisture: I I I I
H I I I I
11.0 PercentT 113.0
Max. Dry Density: P I I I
113.3 P.C.F. C
I I I 1
L•• —'
@ Test Locations The 112.0
p
Density & Penetrometer I I I I
Readings Indicate the I 1 I I I
Dagreel t*ggmpaction Meets D
,I Gk d for R
�,111.0
jon 8 9 10 11 12 13 14
4i d Moisture - % of Dry Weight
tl VIi1C@aoi.com; maximilianclemons@gmail.com
fra , 1111k (hta: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E- Keller, P.E.: 68366
04/25/2019 11:08 7725896469 KSM ENGINEERING PAGE 01/01
up OIL 1 C -0l
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) W-7445 www.ksmenglneering.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
REVISED_ April 25, 2019
DATE TESTED March 12, 2019 KSM JOB # : 191029-1 d/MH/cv
PERMIT# 1902-0184 SCANNED
13r RECEIVED
CONTRACTOR St, Lucie Site Development St. Lucie County
APR 2 5 71119
JOB LOCATION 1405 Lone Pine Drive
Fort Pierce, Florida Pe St. Lucie cmitnontyene
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" 52
112.3 113.3
99.1
2. S.W.
51
111.4
98.3
3. Center
51
111.9
98.8
4. N.E.
50
110.6
97.6
S. N.W.
51
111.3
98.2
Soil Description;
Brown Sand with
Traces of Shell
W
114.0 •
1 1 1 1 1
In Place Moisture:
E
I
j I I I I
6.9 Percent
c
I
I 1 I 1 I
H
I
I I I I
Optimum Moisture:
T
113.0 1—
— j— —•� —I"^ P'—"1"— -
11.0 Percent
P
1 I I
Max. Dry Density;
I I I I I
113.3 P.C.F.
G
I I I I I
F
112.0
@ Test Locations The
I 1 ( I
Density & Penetrometer
I
I I 1 1
Readings Indicate the
D
I
I I I I 1
Degr`eV;,�Compaction Meets
IIMA'IR1uar :MWed for
R
111.0�••—•5—••—r—••—i•—••—;••--•—i
8
—
9 10 11 12 13 14
r1d.
Moisture - % of Dry Weight
1 f*,Y.t i-01. Lucie County Building Department
„■t•���� Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie I- Keller, P.E.: 68366 \