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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 25, 2017 KSM JOB # : 172919-1 d/MH/jt
PERMIT # Lf"
CONTRACTOR Wynne Development
JOB LOCATION 14099 Cancun Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
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" 53 113.7 114.1 99.6
2. S.W. 50 110.3 It96.7
3. Center 51 111.6 it97.8
4. N. E. 50 110.4 96.8
5. N.W. 50 109.6 96.1
Soil Description:
Brown Sand with 115.0 1 ! I I I 1
Shell Fragments W j I I I I I
In Place Moisture: E
5.7 Percent
G 114.0._..—
Optimum Moisture: H
11.0 Percent T I I I I I I
j I I I I
Max. Dry Density: P I ! I I I I
113.0--..—..._.. _.._..._.--••— —..— —
114.1 P.C.F. ! I I I I I
@ Test Locations The I I I I I I
Density & Penetrometer F I I I I I
Readings Indicate the 112.0 �— — •— — — — — — I _ _I _ _
Degree of Compaction Meets D I I I I
Minimutu11'tt!•,, R I I I I I I
for To Am ��'•.,, Y I I I I I I
t djVatural Grade. 111.o 4—
f?,L-sfully ubm _..I_.._.I_.._ I._.._;._.._I.._..�
. •• 8 9 10 11 12 13 14
p�Ctltt
6
' Moisture - % of Dry Weight
It
100 It ft
1�`�� RECEIVED OCT
Fax an +Lcie County Building Department
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
09/26/2017 ' 14: 28 772589646F,--, KSM ENGINEERING r_., PAGE 04/04
1
ZF 01 ,r
&-j AVi
KELLER, SCHL.EICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN! (772) 337-7766 P.O. BOX 78-1377; SEBASTIAN FL 32978-1377 SEBA$'nAN (772) 589-0712
PALM BEACH (561) 845-7445 ;1ww.ksmengfneering.riet 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
DATE TESTED
September 25, 2017 KSM JOB # : 172919-1 d/MH/jt
PERMIT .# :
1706-0374
CONTRACTOR
Wynne Development
JOB LOCATION
14099 Cancun Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
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" 53
113.7
1141
99.6
2.
S.W,
" 50
110.3
96.7
3.
Center
.51
111.6
97.8
4.
N. E,
" 50
110.4
"
96.13
5.
N.W.
50
109.6
96-1
Soil Description_
Brown Sand with
Shell Fragments
In Place Moisture:
5.7 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.1 P-C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate.the
Degree of Compaction Meets
Minimup�%t 1I' I•.,
for R .. rr'•.,
* t� f W-Natural Grade,
115,0 1
P
113.0 -
C
F I I I I I f
112.0
R ► I I I 1 I
y I I I I I l
111.0 4-
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Pr .•`b�
N R
Fax an �jyW1;X lcie County Building Department E�E�VED S
Email to: dotty@spanishlakes.00M EP'9
Ronald G. Keller, P E.: 37293 / SI Lic. No,: 860 1 Julie E, Kellcr, P.E.: 68366