HomeMy WebLinkAboutKSM REPORTELLER SCHLEICHER & MacWILLIAIVI E E1N(:A0PTEYTING, INC.
%RTIN (772) 337-7755 P.O. BOX 78-1377' SEBASTIAN' FL 32978-1377 SEBASTIAN (772) 589-0712
ELM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
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SOIL COMPACTION REPORT
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ASTM D 1557 and ASTM D 2922
DATE TESTED October 1, 2018 KSM JOB # : 183406-1 d/MH/cv
PERMIT # 1808-0690
CONTRACTOR Wynne Development k'9 ttloa"�>
JOB LOCATION 8 Cordova Lane
Spanish Lakes 1 l'9
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50 107.6 109.7 98.1
2. N.E. 50 105.9 96.5
3. Center 50 108.0 98.5
4. S.W. 50 104.3 95.1
5. S. E. 50 106.2 96.8
Soil Description:
Brown Sand with
Traces of Rock 111.0 I I I I I I
In Place Moisture: W j I I I I I
5.3 Percent E I I I I I
1 110.0 I _.f_.._f._..T.._..T.._..j—.._.
Optimum Moisture: G I
12.0 Percent H
T
Max. Dry Density: 109.0
109.7 P.C.F. P I I I I I
@ Test Locations The 108.0 _ I _ _I I I I
�— __ — —
Density & Penetrometer I
Readings Indicate the F
Degree of Compaction Meets I I I I
Mi��MuHhIl�dqq'�ed 107.0 I—
�.,..&.4. ,$ pion. D I I I I I
Bitg T,en to Natural Grade. R I
Mc pec _ I- �3r '--Cd: Y 106.0
9 10 11 12 13 14 15
0.
— Moisture - % of Dry Weight
si lip:
Lucie County Building Department
4#Itjl�spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366