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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN f772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM, BEACH 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 8876 C.A.:,5693 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED January 31, 2019 KSM JOB # : 190464-2d/SS/jt
PERMIT # 1812-0026
CONTRACTOR Grande Construction SCANNED
BY
JOB LOCATION 18101 Wagonwheel Lane St. Lucie County
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.E. - Final Lift
24" - 36" 32
104.5
108.7
96.1
2. 1 Center - Final Lift
37
106.2
"
97.7
3. S.W. - Final Lift
39
105.3
96.9
Soil Description:
Brown Sand with Trace of Clay
In Place Moisture:
10.9 Percent
Optimum Moisture:
12.6 Percent
Ma> . Dry Density:
10&7 P.C.F.
@ Test Locations The
Density & Penetrometer
110.0
W I I I I I I
E I
G109.0 I .._.i_.._i._..�.._..T.._..�.._.
H I I I I
T I I I I I
108.0 L••_. _.._ _..
P I I —I.._. T.._..r..._.
o I I I I
107.0 L.._.1=
D 106.0 L••—.I—
Y105.0
I I I I I
• I I I I I
9 10 11 12 13 14 15
Building Deparimenc Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
TAP OIL t
i1f7iYi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. 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.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
D�TE TESTED January 30, 2019 KSM JOB # : 190464-1 d/SS/jt
PERMIT # 1812-0026
CONTRACTOR Grande Construction
JOB LOCATION 18101 Wagonwheel Lane
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. - 1st Lift 0" -12" 32 103.8 108.7 95.5
2. Center -1st Lift 36 104.5 96.1
3. S.W. -1st Lift 40 105.6 97.1
4. N.W. - 2nd Lift 12" - 24" 39 105.2 96•8
5. 'Center - 2nd Lift 41 106.0 97.5
6. S.E. - 2nd Lift 38 104.7 96.3
Soil Description: 110.0 -
Brown Sand with Trace of Clay I I I I I I
W I I I I I
In Place Moisture: E I
11.8 Percent 1 109.0—••—•�—••—� I I
G I I I._..,.._..T .._..r.._.
Optimum Moisture: H I I I I
12.0 Percent T I I I I I
108.0 _
Max. Dry Density: P I , T—..r..—
108,7 P.C.F. I I
C I I I I I
@ Test Locations The F 107.0 �— • • — •' — • —'
I._.. 7._..T.. ..F._.
Densit &P€+RMFaWeter I I I I I
Re�lf3eli� �,� I I I 1 I
�ets D 106.0 L••—••—•.—••
�linigtum Re cared fi5r R I
Staged Bu IN v
- :C I I I I I
'pe Flit, t 105.0 ------
,^ e ? 9 10 11 12 13 14 15
Moisture - % of Dry Weight
c �anr, x egLgranaemcom
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366