HomeMy WebLinkAboutKSM REPORT 1-15-19% 0 359
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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
www.ksmengineering.net
PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
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FAX (56) 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 January 15, 2019 KSM JOB # : 190116-4d/MH/ct
PERMIT # 1810-0399
RFC
COBTRACTOR B & D Grading and Land Clearing
2
JOB LOCATION 8359 Calumet Court
Port St Lucie, Florida SyNE® opd,e O,
�t CuCie count
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ITEM TESTED Final Lift for the House Pad
I
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 24" - 36" 50 106.9 108.9 98.2
2. S.W. It50 107.3 it98.5
3. Center go50 107.0 it98.3
4. N.E. 50 105.9 97.2
5. N.W. 50 108.0 99.2
Soil Description:
Brown Sand 110.0 , I I I I I
In Place Moisture: W �
I I I I I
5.0 Percent E I I I I I
Optimum Moisture: G 109.0-
H I I I I I
12.0 Percent I I I I I
T I I I I
Max;. Dry Density: P 108.0 I. _ .. _ 1. _ .. J.
10819 P.C.F. I I 1 I I
C
I I I I I
@ Test Locations The F I I I I
Density & Penetrometer I
107.0—.._.I_.._.l._.._l._..�.._.. —.._
Readings Indicate the I
Degree of Compaction Meets D I I I I I
Minimum Required for R I I I I I
UnstakegjFgygdation Y106.0 4—
I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
a
IN _
°Par E ' �C + `� c
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F,Ia'x h1b%k!0cie County Building Department
RRaae VI���;� s9. nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366