HomeMy WebLinkAboutKSM SOIL COMPACTION AGREEMENT1
i NND
KELL I IRS
�ICHER & MacWILLIAM ENGINEERING AND TESTING INC.
a���**'-i, �,
MARTINI'(772) 337- P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTiAN (772) 589-0712
PALM B ACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (56jj) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 56 3 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DA I TESTED September 4, 2018 KSM JOB # : 183042-1 d/SS/cv
PE MIT # 1807-0694
CO l TRACTOR Wynne Development RECEIVED
JOB LOCATION 14491 Isla Flores Avenue SEP .14 1018
ISpanish Lakes Fairways Permitti De
Fort Pierce, Florida Sr Luce courmenr
I
IT M TESTED Compacted Foundation Fill
1
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
II OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. jN.E. 0" - 12" 40 106.2 110.6 96.0
2. S.E. 38 105.9 Ill95.8
3. Center 36 106.7 It96.5
4. S.W. 40 106.6 go96.4
5. N.W. 43 108.0 97.6
S it Description:
Brown Sand
Ilth Clay 112.0 � I I I I I
I Place Moisture: W j I I I I I
1I .8 Percent E _.._ I_.._I _.. I ._. I .._ I_.._.
1 111.0 l j f. T T j
Optimum Moisture: G I
11i1 0 Percent H j All
I ITI Iax.Dry Density: 110.0_ ..j10.6 P.C.F. PI ITest Locations The C 1o9.0 II _ Iensity & Penetrometer II! eadings Indicate the F j I Igree of Compaction Meets I I
!Minimum Required 108.0I I I I I I
for iA �� I tion. R
8'a � i5lK en to Natural Grade.
11 Itt�d: Y 107.0—.._.�_.._�._.. �.._.. .._..�_.._.,
'V 8 9 10 11 12 13 14
,• No.
Moisture - % of Dry Weight
w Julie E-
r
r� ... `acie County Building Department
t��dnishlakes.com
Ronald G. Keller. P.E_: 37293 1 SI Lic. Nn_- R60 / Julia F_ Keller_ PF-- RR3RR
09/06/II18 16:03 7725896469 KSM ENGINEERING< PAGE 02/03
IV 0 %, At
A%IAW
KE I!LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR; IIN (772) 337-7756 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www•ksmen ineerin net MELBOURNE (321) 768-8488
FAX G6845-8875 E-Mail: KSM@K8MENGINEERING.NET ST LUCIE (772) 229-9093
C.A.:,1 9 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : September 4,'2018 KSM JOB* : 183042-1 d/SS/cv
P RMIT # 1807-0694
CI I NTRACTOR Wynne Development
J 9B LOCATION 14491 Isla Flores Avenue pestj�!n9 ?V
il Spanish Lakes Fairways 41,29 dtr
Fort Pierce, Florida °O,, enr
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ DENSITY
PROCTOR VALUE COMPACTION
�. N.E. 0" - 12" 40
106.2 110.6
96.0
2. S.E. 38
105,9 "
95.8
_ Center 36
106,7
96.5
4. S.W. 40
"
106,E
96.4
i. N.W. 43
Soil Description:
108.0
97.6
Frown Sand
ith Clay
112.0 1' I I I
1
In Place Moisture:
1I11.8 Percent E
1
;Optimum Moisture: G
111.0
l
111.0 Percent H
IMax. Dry Density:
110.0
110.6 P.C.F. P
I I I I
I
@ Test Locations The C
109 0
Density & Penetrometer
j I I I I
Readings Indicate the F
Degree of Compaction Meets
Minimum Required
I I I
108.0 j—.._.i _..—i._.. �.._.. ..�..j�.,_.
I
I
for`ba 1 I #ion. a
f I I I
I
n to Natural Grade. R
• Y
I
IN
107.0
8 9 10 11 12
13 14
•, iVO.
Alie f=
Moisture - % of Dry Weight
' .• die County Building Department
r " ••-anishlakes.com
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Ronald G. Kelf(-,r, F.E.: 372!):- . SI Lic. No.:
F.f:1 �� ! .11[lip F vpllr•.r Pr- - RA.gRS,