HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
St Lucie County A%1001YL
KELLER, 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 #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922.
March 13, 2018
1712-0719
CONTRACTOR Wynne Development
JOB LOCATION :
3 Huerte Lane
Spanish Lakes One
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180879-1 d/SS/ct
RECEIVED
MAR '2 g 2010
Permitting Department
St. Lucie County
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S. E.
0" - 12" 49
110.7 114.4
96.8
2.
S.W.
1152
113.3 1199.0
3.
Center
51
111.5 If97.5
4.
N.W.
45
109.0
95.3
5.
N.E.
47
109.8
96.0
Soil Description:
Brown and Tan Sand
with Clay
In Place Moisture:
6.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
1.14.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stakt? "d9tlpn.
cli 41al�rato Natural Grade.
Moisture - % of Dry Weight
J i e ler, ��E. �• =
yJ' u1et�TATE �Lv
0111 � a�ct� County Building Department
Enfia�j��a�ti5hlakes.com
13• It onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
03/14/2018 15:50 7725696469 KSM ENGINEERING PAGE 04/04
I" CP 1 l
iM Fl-1. M
KELLER, 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 (551) 845-7445 www.l smenglneering.net MELBOURNE (321) 768-8488
FAX (551) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5093 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 13, 2018 KSM JOB # ; 1B0879-1dISSlct
PERMIT # 1712-0719
CONTRACTOR Wynne Development
JOB LOCATION 3 Huerte Lane
Spanish Lakes One
Port St. Lucie, Florida MAR 14 2010
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" 49
110.7 114A
96.8
2.
S.W.
It52
113,3
99.0
3.
Center
it51
111.5
97.5
4,
N,1N.
45
109.0
95.3
5.
N.E.
47
109.8
96.0
Soil Description:
Brown and Tan Sand
with Clay
In Place Moisture:
6.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction beets
Minimum Required
to Natural Grade.
115.0 1 1 1 1 1 1
w ► I I I I I
E I I I 1 I
I I I I I I l
G 114.0 ._..�.._...
H I I I I
T I
I I I I
P I I I 1. 1
113.0 _.i_.. .f _.._i._..... ) .._...
G i A I I I
F
I I I I I
112.0 ••_.l_..r..l._ .._l._..J.._..1.._...
1 I I I i
D I I I I I I
R I I I I I I
Y111.0.._._.._.j._.._j._.,..I.,_,..j..,-.,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
;Juli ellEr, P.I� __.... File Copy
PAR°T'IAL APPROVAL
fo4ott' �Ocie County Building Department
�, *' ta• t� ►nishlakes.com
'+�'1pop , A •�'Ftonald 0. Keller, RE.; 37293 / SI Lic. No.: 860 / Julie E, Keller, RE.; 68366
may{- f' _•_
KELLER, 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) 84578876 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 1567 and ASTM D 2922
March 13, 2018
1712-0719
Wynne Development
3 Huerte Lane
Spanish Lakes One
Port St. Lucie, Florida
ITEM TESTED compactea rounaation rni
KSM JOB # : 180879-1 d/SS/ct
MAR 2 0 2018
Permitting Department
St. Lucie County, FL
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 49
110.7 114.4
96.8
2.
S.W.
1152
113.3
99.0
3.
Center
If51
111.5
97.5
4.
N.W.
it45
109.0
95.3
5.
N.E.
47
109.8
96.0
Soil Description:
Brown and Tan Sand
115.0 i I I I I
with Clay
W
I I I I I I
In Place Moisture:
E
I I I I
6.4 Percent
I
I I I I I I
G
114.0
Optimum Moisture:
H
11.0 Percent
T
I I I
I I I I I I
Max. Dry Density:
P
I I_ I I I
1.14.4 P.C.F.
113.0 _ _I _
C
I I I I I
@ Test Locations The
I I I I
Density & Penetrometer
Readings Indicate the
F
112.0 — �——•I._.._l._..J.._..1 ._...
Degree of Compaction Meets
I I I I I
Minimum Required
D
I I I I I
for Stake�
RY
P'00! a 14ken to Natural Grade.
-a�u�
111.0 �8— — 9�I — — 1II0 — —1II1 — -1-II2 — -1II3 —
14
Moisture - % of Dry Weight
Judi eller, P.E.
sid ' �: T .
81 to SF cp County Building Department
't�'t l�ilakes.com
q�'aI G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366