HomeMy WebLinkAboutKSM NUCLEAR DENSITY TESTF
/ te
I &JAVAI
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 ww.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET S( ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
April 30, 2018
Cal Builders, Inc.
2020 Old Dixie Highway SE
Suite #6
Vero Beach, FL 32962
Re: 5333 Emerson Avenue'
Ft. Pierce, Florida I
!LP.-ermit-#:-1,80-3--0.7--5.611
KSM Project #: 181453-1 d
I
Dear Sir:
SCANNED
gy
St Lucie. r7bw 0w
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the house pad at the above referenced project.
Should you have any
`;.•'LICE S •••
No.
N
�!e 00 n E of P:
• • ;
JEW&.1,.1119111"1
ions, please feel free to contact us.
Email to: calbuilderinc@aol.com
Fax and Mail to: St. Lucie County Building Department
Ronald G.,: Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
i
r a
P AYL
KELLER, SGHLEICHER & 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 1 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
April 27", 2018 KSM JOB #: 181453-1d/MH/ct
PERMIT #:
1803-0756
I
CONTRACTOR:
Cal Builders, Inc.
JOB LOCATION:
5333 Emerson Avenue
Ft. Pierce, Florida
MATERIAL:
Brown ClayId Sand with Shell Fragments
l
ITEM TESTED:
Compacted Foundation Fill for the House Pad
TEST LOCATION
DEPTH MOIS- PEN DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE DENSITY
PROCTOR
COMPACTIOP
----------------------------------------------------------------------
VALUE
1. S.W.
0" —12" 8.8 52 112.5
113.1
99.5
2. N.W.
51 111.9
9998.9
3. Center
53 110.4
9197.6
4. S. E.
50 109.6
96.4
5. N.E.
50 110.4
97.6
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & Mac1lYILLIAM 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 v�iww.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 I FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
0
u;
U
a
I—
x
C9
EI
Soil Description:
Max. Dry Density:
Optimum Moisture
Julie E. Keller, P.E.
President
April 27th, 201
1803-0756
KSM JOB #: 181453-1 p
Cal Builders, jInc.
i
5333 Emerson Avenue
Ft. Pierce, Florida
I
114T--- I----T---1----I----1---T---I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I
113-t----1----t— —1---I----1---t---I
I I 1 I I I I I I
1 I I I
I I I I
I
111121---1III ---4IIII --— iIIII ---l------- — — —
;—1——.4---4----I---IIIII
--I
I I I I I I I I
I I I I I I I I
I I I I I I I I
110 4----1---4---4----1----4----I----�
8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Brown' Clayed Sand with Shell Fragments
113.1 !P.C.F.
11.0 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366