HomeMy WebLinkAboutKSM REPORTitC_q°k9 -
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KELLER, SCHLEICHER & MacWILLIAM ENGINEE T S I I C.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 329 8- EB 589 712
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 #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 8, 2019
KSM JOB # : 190124-1 d/SS/jt
1811-0577 Re
ft
RECEIVED
Wynne Development 0144 aY��o JAN 16 2019
11 Lagos Del Norte 09 00Uht ermitting Department
Spanish Lakes Country Club Village St. Lucie County
Fort Pierce, Florida
Compacted Foundation Fill
DEPTH PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 50+ 108.6 113.7
95.5
2. S.W.
110.0
96.7
3., Center
111.7
98.2
4. N.W.
109.5
96.3
5. N.E.
110.2
96.9
Soil Description
Brown and Gray Sand 115.0
with Clay W
In Place Moisture:
8.7 Percent I 114.0 ..—•�—••—�•—••�••—••� ••—..j—••—•
G
Optimum Moisture: H I I I I I
11.0 Percent T
113.0 i .._.I—.._: ... _.. i.... —..... j... _.
Max. Dry Density: P I I I I I
113.7 P.C.F.
C 112.0—
@' Test Locations The I I I I I I
Density & Penetrometer F
Readings lndijWpthe
De
gree�ot Vcp ¢Pr Pets D I I I I I
Minir�4ti '., I I I I I
forvtalcani1�'Q % R I I I I I I
110.0
SpeTtfuII Su I d•: $ 9 10 11 12 13 14
Moisture - % of Dry Weight
FaAk `Lucie County Building Department
E-mail to: Dotty@wynnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/j11/2019 15:33 77258964r° KSM ENGINEERING
i
PAGE 01/02
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 R O, BOX 78-1377, SEBASTIAN, FL 32978.1377 SEBASTIAN (772) 589.0712
PALM BEACH (661) 845-7445 www.ksmongineering.net MELWURNE (321) 768-SM
FAX (561) 845-8676 E-Mail: KSMOKSMENGINEERINGMET ST. LUCIE (772) 229-%93
CA: 6693 FAX (772) 589.OM
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
January 8, 2019
KSM JOB # : 190124-1 d/SS/9
PERMIT #
1811-0577
,CONTRACTOR
Wynne Development
cUC%G
IJOS LOCATION
11 Lagos Del Norte
C t7un�
Spanish Lakes Country
Club Village
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
PEN
DEPTH
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
11. S.E.
0" -12" 50+
108.6
113.7 95.5
2. S.W.
110.0
96.7
3. Center
111.7
98.2
4 N.W.
109,5
96.3
�5. N.E.
(Soil
110.2
96.9
Description:
(Brown and Gray Sand
116.0
I I I I I
with Clay
W
In Place Moisture;
E
8,7Percent
1
j .._.I_.._�._...._..7
I I I I I
114.0
..�..1_.._.
Optimum Moisture; H I I /1�
11.0 PercentTMax. Dry Density: P1113.7 P.C.F.TestLocations7he c 112.0 .•_.I.._..i j_.._.
Density & Penetrometer F
Readi�r�p
kdF.9Aleets D I
•• '�' I I I I I
406 Foun tidr�. R I
f�'espe II bml �: 8 9 10 11 12 13 14
�'• 110.0
. `�� _ Moisture - % of Dry Weight
d'Maif 1F' St. Lucie County Building Department
to: Dotty@wynnebc.com
Ronald G. Keller, P.E.: 37293/ SI Lic. No.: 660 / Julie E. Keller, P.E.: 68366