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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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 31, 2018
PERMIT # SLC-1809-0275
CONTRACTOR Ron Klein
JOB LOCATION 8705 S. Indian River Drive
Ft. Pierce, Florida
KSM JOB # : 183797-1 d/SS/ct
RECEIVED
t1ii-)!1 0 7 2018
8C ANNED
By
ST. 6tisie County, Permitting
Of Lucie County
ITEM TESTED Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 40
103.6 107.9
96.0
2.
N.E.
36
104.2 If96.6
3.
South
44
103.0 It95.5
Soil Description:
Tan Sand with 109.0
Shell Fragments I I I
In Place Moisture: w
I I I I I
8.81Percent E 108.0 7. _ ..; ..
G
Opi!imum' Moisture: H I I I I
12.0 Percent T 107.0 .
Max. *'Density: P I I I I I
107.9 P.C.F. I I I I I
D 106.0
@ Test Locations The F I I I
Density & Penetrometer I I I
Readings Indicate the 105.0
Degree of Compaction Meets D I I I I I
Minimum Required for R
1m11611A Y I I I I I I
F(�A igjn 104.0
en to Natural Grade. 9 10 11 12 13 14 15
eplFfulil Moisture - % of Dry Weight
No.6
I.
re10
�s �nt e4
10 i...... i o' y`,,Eucie County Building Department
*��'�a,�` 1 `onald G. Keller P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller P.E.: 68366
,�?4�oe�lje�'itt
11/01/2618 14:23 77258964[-�� KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (7'72) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SESASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail., KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A:: 5693 FAX (772) 589-6409
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 31, 2018 KSM JOB # : 183797-1d/SS/ct
PERMIT# SLC-1809-0275 LRECEIVED
CONTRACTOR ; Ran Klein
JOB LOCATION 8705 S. Indian River Drive NOV - 12018
Ft. Pierce, Florida
itting Department
ITEM TESTED Slab Lucie County, FL
TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 I N.W. 0" - 12" 40 103.6 107.9 96.0
2� N.E. 36 104.2 96.6
3. South If44 103.0 95.5
Soil Description:
Tan Sand witFi 109.0 I I I I I
Sell Fragments
I I I I !
In Place Moisture: w I j
8�8Percent i 108.0 L.. _.��.._.i_.._ _.._j..--..�.._.._ .
G I
Optimum moisture: H I ! l I I 1
12.0 Percent T 107.0
t I I
Max. Dry Density: P
10T9 P.C.F. I _ I I
Test Locations The F I I I 1 I
Density & Penetrometer I I 1 I I
Readings indicate the 105.0 �-• j_.._.i _.._j._... ._... i..—•--
Dpgree of Compaction Meets
Minimum tl��q>�libtj, for R I I I ( I
Si<ak d`� u J '4
* P.� ")e.,Natural Grade. 9 10 11 12 13 14 15
R� y ub
r Moisture - % of Dry Weight
8
M -
.
.i +r
F AQ Gt'' County Building Department
" �I f 'A� -�• .
�fils,11l1.IR33i5^� d G. Keller, P.F.; 37293 / Si Lic. No.: 860 / -Adi0 E. Keller, P E.: 68306