HomeMy WebLinkAboutKSM REPORT 10-30-18OVA
ELLER, SCHLEICHER &. MacWILLIAM ENGINEERING AND.TESTING, INC.
ARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
ALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
AX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 24, 2018 KSM JOB # : 183712-1 d/SS/cv
PERMIT # 1808-0703
CONTRACTOR Wynne Development 'SCANNED RECEIVED
JOB LOCATION 52 Verde Vista�de cano9i OCT 3 ®7q1g
Spanish Lakes Country Club Village
Fort Pierce, Florida Permitting Department -
St. Lucie Count,
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" 50+ 107.3 111.7 96.1
2. S.W. To106.5 if95.3
3. Center 108.9 97.5
4. N.E. 110.2 98.7
5. N.W. 109.7 98.2
Soil Description:
Brown and Gray
Sand with Clay 113.0 i I I I I I
In Place Moisture: W
8.4 Percent E
I I I I I
112.0
Optimum Moisture: GI t t T I
11.0.Percent H I I I I I
T
Max. Dry Density: 111.0 — j ...... ...
111.7 P.C.F. P i
I I I I I I
@ Test Locations The C 110.0
�j Density & Penetrometer I I I I I I
Readings Indicate the F j I I I I I
Degjj,qjjqpjp ,paction Meets I I I
109.0
_.j_.._j._..i.._.. i .._..j_.._.
.�I I I I I I
* ReTv� eadln�s T��:' RakeL,to Natural Grade. I I I I I
v 1�tESt�Cr.108.0—.._.�—.._�._..�.._..r..— — —7
8 9 10 11 12 13 14
- Moisture - % of Dry Weight
1
Lucie County Building Department
E-mail M'tldit�tc'7r wvnnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366