HomeMy WebLinkAboutKSM REPORT 12-12-18KE,LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, 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 Sl LUCIE (772) 229-9093
C.A.': 5693 FAX (772) 589-6469
December 12, 2018
Reva Hurtado
2320 Sneed Road���
Ft. Pierce, FL 34945�Q�������
Re: 2320 Sneed Road CIO,
Ft. Pierce, Florida .�
Permit #: 1810-0255
KSM Project #: 184257-1 d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the deck and
column pads at the above referenced project.
Should
haveApy questions, please feel free to contact the office.
PRPE9BGS94?.
E-mail to: ocean 1980@live.com
Fax and Mail to: St. Lucie County. Building Department
Ronald G. Keller, RE.: 37293 / Si Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 E.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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
December 12th, 2018
KSM JOB* 184257-1d/SH/ct
PERMIT #:
1810-0255
CONTRACTOR:
Reva Hurtado
JOB LOCATION:
2320 Sneed Road
Ft. Pierce, Florida
MATERIAL:
Brown Sand with Shell
ITEM TESTED:
Deck and Column Pads
-------------------------------------------------------------------
TEST LOCATION
DEPTH MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------VALUE-----------
--
1st Lift
1. N.W.
12" - 24" 8.6
41
111.8
113.6
98.4
2. Center
42
112.4
It98.9
3. S.E.
44
113.3
99.7
4. S.W.
43
112.9
99.4
Final Lift
5. N.W.
0" -12" 9.3
42
112.4
113.6
98.9
6. Center
44
114.0
100.4
7. S.E.
43
113.1
99.6
8. S.W.
43
113.6
100.0
Column Pads
9. N.W.
0" -12" 8.6
42
112.8
113.6
99.3
10. West
9.1
43
113.1
99.6
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 .
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. 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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED
PERMIT M
.CONTRACTOR:
JOB LOCATION:
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
December 12th, 2018
1810-0255
Reva Hurtado
2320 Sneed Road
Ft. Pierce, Florida
KSM JOB #: 184257-1 p
115-r----r----T---- 7---- -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
114 4------1.- 4----- ----- -----a
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 ---- -------
I I I I I I
I I I I I
I I I I I
I I I I I
112--- +-----+-----F-----f----�
I I I I I I
I I I I I I
I I I I I I
I I I I I I
111--.-------------4---- 4-----4
9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Shell
113.6 P.C.F.
11.8 Percent
Ronald G. Keller, PE.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366