HomeMy WebLinkAboutKSM REPORT504/11/2019 13:56 7725*69 KSM ENGINEERIft PAGE 01/01
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND s kt(W
MARTIN (772) 337-7755 RO, BOX 78-1377, SEBASTIAN, FL 32978-1377 i
PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8488
FAX (56845-8876 E-Mail: KSM®KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and A$TM D 2922
April 10, 2019
1901-0591
Wynne Development
14432 Della Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 191416-1 d/SS/cv
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APB/ 'r
se°s �79
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ITEM TESTED
Compacted Foundation Fill
_ 'I
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0" - 12" 50+
112.7
115.5
97.6
2.
N.W.
" "
114.2
98.9
3.
Center
111.8
96.8
4.
N.E.
" "
110.6
95.8
5.
S.E.
113.0
97.8
Soil Description:
Brown and Tan Sand
with Clay
In Place Moisture:
7.8 Percent
Optimum Moisture;
11.0 Percent
Max. Dry Density:
' 115.5 P.C.F.
Qo Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
117,0 1
W
E 1 1 I I I
11s.o .._.j_.._j._..�,._..�.._..� .._.
G
H i I I I I
T
P
C 114.0
F I i I I I
113.0 �.._.._.._�._.. �..—.. .._. �_.._.
D I I I l I I
R
8 9 10 11 12 13 14
Moisture - % of Dry Weight
ling Department
Ronald G. Keuer, P.E.: 37293 / SI Lio, No.: 880 / Julie E. Keller. P.E.: RR3RR
W.0 lafto ftM
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 SCAfVN(772) 589-6469
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St. Lucie County
DATE TESTED : April 10, 2019
PERMIT # 1901-0591
KSM JOB # : 191416-1 d/SS/cv
CONTRACTOR Wynne Development RFcf,veo .
JOB LOCATION 14432 Dalia Avenue 4PR 2
Spanish Lakes Fairways a .7 p0/8
Fort Pierce, Florida per,
ittl'? <Ucee
ITEM TESTED Compacted Foundation Fill co'ty t
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12" 50+ 112.7 115.5
97.6
2. N.W.
114.2
98.9
3. Center
111.8
96.8
4. N.E.
110.6
95.8
5. S.E.
113.0
97.8
Soil Description:
Brown and Tan Sand 117.0 I I I I I
with Clay W
In Place Moisture: E
7.8 Percent 1 116.0 — • • — •'
Optimum Moisture: H j I I I I
11.0 Percent T j I I I I I
115.0 i .._.j_.._j. .. i.._. _.._..' ..—.
Max. Dry Density: P I I I I
115.5 P.C.F.
C 114.0—.._.�_. _�._.. �..—..� .. .�_.._.
@ Test Locations The I I I I I I
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets 113.0
Glre� R
Ct`f mitte 8 9 10 11 12 13 14
O.
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366