HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-T377 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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED April 15, 2016 KSM JOB # : 160958-1 d/SA/pv
PERMIT # 16030345
CONTRACTOR Wynne Development Corp.
JOB LOCATION 32 Monterey Way
Spanish Lakes 1
Port Saint Lucie, Florida
ITEM TESTED Compacted Foundation Fill -
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 37 105.9 109.1 97.1
2 S.W. If39 107.8 to98.8
3. Center it 38 107.1 It
98.2
4 N.W. 38 106.8 if97.9
5 N.E. 37 105.4 96.6
Soil Description:
Brown Sand 110.0 I I I I 1
W I I I I I I
In Place Moisture: E
I I I I I I I
10.6 Percent G I I I I I I
H
Optimum Moisture: T 109.0
12.0 Percent I I I I I I
P
I I I
Max. Dry Density: C I
109.1 P.C.F. I I I I I
F 108.0 _..�—..—..—.I.—..— �.— .—I.—..—
@ Test Locations The I I I I I
Density & Penetrometer I I I I I
Readings Indicate the D I I I I
Degree of Compaction Meets R I I I I I
Minim pfkA&.1114p,
is % 107.0—
Stav i 9 10 11 12 13 14 15
*
LAIC i�l�y$•e- td'-latural Grade.
• Moisture - % of Dry Weight
'tted: •
No. = R
Pr
Fax • �i�`,•L`iicie County Building Department
Email to: dotty, I@MSrg0E1. 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366