HomeMy WebLinkAboutKSM REPORT04/10/2013 01:19 772581' 9 K.S.M.ENG. PAGE 01/01
K F.)c M
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAS nAN (772) 58"712
PALM BEACH (561) M-7445 www.ksmeng[neefing.net MELBOURNE (321) 768-8488
FAX (591) 845-8878 E-Mail: KSM®KSMENGINEERING.NET. ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-8469
SOIL COMPACTION REPORT
ASTM D 1867 and ASTM D 2922
DATE -TESTED April 10,-2013 _ KSMJOB #:130551-1df.SH/km
PERMIT # 13 00� 7:r3� JOB #:
CONTRACTOR Maronda P.O. #: Don
JOB LOCATION 2518 Madewood Drive SCANNED
Port St. Lucie, Florida BY
St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0"-12" 44
110.3 113.9
96.8
2. N.W.
34
110.1
96.7
3_ Center
44
109.3
96.0
4. S.W.
40
109.1
95.8
5. S.E.
38
105.5
95.3
Soil Description:
Brown Sand
In Place Moisture:
7.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.9 Percent
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Deg_k%pi*Wftp=tion Meets
Natural Grade.
Moisture - % of Dry Weight
"1""'µ�`��� RECEIVED APR 112013
F F{ 11 +i��t. Lucie County Building Department
E-mail to. duebend@maronda,com - mail 3 copies
Ronald G. Keller, PE-, 37293 / SI Lic- No : 860 / Julie E. Keller, P.E.: 68300