HomeMy WebLinkAboutKSM REPORTC N J
K S M
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineedng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
February 18, 2011
Parmenter Excavating, LLC
P.O. Box 61885
Palm Bay, Florida 32906
Re: Navy Seal Museum Building Addition
3300 Highway A1A
Fort Pierce, Florida
Per i LG' Dla.
KSM Project#: 110198-1d
Dear Sir:
SCANNED
BY
St. Lucie County
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the Museum building addition at the above referenced project.
lease feel free to call.
Customer needs to insert permit number and submit to the appropriate building
department.
Fax to: 321-676-7704
JEK:km
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, 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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED:
PERMIT #:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 17, 2011
KSM JOB #: 110198-1 d/SH/km
CONTRACTOR:
Parmenter Excavating, LLC
JOB LOCATION:
Navy Seal Museum Addition
3300 Highway A1A
Fort Pierce, Florida
MATERIAL:
Pale Brown Sand with Shell Fragments
ITEM TESTED:
Compacted Foundation Fill for Building Addition
-----------------------
TEST LOCATION
-------------
DEPTH MOTS-
-----
PEN
-------
DRY
------------
MAX. DRY
---------
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
-------------------------------------------------VALUE
---------------
1. S.E.
0" — 12" 8.1
38
108.9
111.0
98.1
2. South
38
109.7
98.8
3. S.W.
37
107.9
97.2
4. Center
37
109.2
98.4
5. N.W.
38
107.6
96.9
6. North
38
109.3
98.5
7. N.E.
39
109.9
99.0
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, 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 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: February 17, 2011 KSM JOB #: 110198-1 p
PERMIT #:
CONTRACTOR: Parmenter Excavating, LLC
JOB LOCATION: Navv Seal Museum Addition
3300 Highway A1A
Fort Pierce, Florida
112 T---1---T---r--,---T---r--,
I I I I I I I I
I I I I I I I I
I I I I I I I I
1114----4---+------+---�--�
LL I I I I I I I
cU 110-I----1— —�———I---
— I-- 1---L--J
= I I I I I I I
(D I I I I I I I I
W 109T---1---T---r--,---T --r--,
I I I I I I I I
I I I I I I I I
I I I I I I I I
1084----4---+---1-----4---+---�---1
I I I I I I I I
I I I I I I I I
107 i----4---4---�--�--- ti---�---�
8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Pale Brown Sand with Shell Fragments
Max. Dry Density: 111.0 P.C.F.
Optimum Moisture: 11.8 Percent
Julie E. Keller, P.E.
Ronald G. Keller, P.E : 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366