HomeMy WebLinkAboutKSM REPORT 3-15-19TrOIL9
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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
December 12, 2018
j Reva Hurtado
"-Pn
2320 Sneed Road
RECEIVED '
j Ft. Pierce, FL 34945
MAR 2 2019
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Re: 2320 Sneed Road
Permitting Department
Ft. Pierce, Florida
St. Lucie Count%,
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.
j Shpuleyb,`Iiaup any questions, please feel free to contact the office.
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E-mail to: ocean 1980@live.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
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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 ( MELBOURNE 321
www.ksmengineering.net ) 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 #: 184257-1 d/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
--I - - - - - - - - - - -
TEST LOCATION
- - - - - - - - - - - - - - - - -
DEPTH MOTS-
- - - - - -
PEN
- - - - - - - -
DRY
- - - - - - - - - -
MAX. DRY
- - - - - - - - - - - -
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
-------------------------------------------------------------------
VALUE
1si Lift
1. N.W.
12" - 24" 8.6
41
111.8
113.E
98.4
2., Center ...
r .
42
112.4
98.9
3. S.E.
it44
113.3
99.7
4.; S.W.
it43
112.9
99.4
Final Lift
5. N.W.
0" -12" 9.3
42
112.4
113.6
98.9
6.1 Center .
44
114.0
100.4
7. S.E.
It43
113.1
It
99.6
8.1 S.W.
43
113.6
It100.0
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
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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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: December 12th, 2018 KSM JOB #: 184257-1 p
PERMIT #: 1810-0255
CONTRACTOR: Reva Hurtado
JOB LOCATION: 2320 Sneed Road
Ft. Pierce, Florida
115 T-----T-----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-I-----4-----4------I-----1-----I
V I I I I I I
a I I I I
= 113 I
I I I I I I
CD I I I I I I
I I I I I I
I I I I I
112 -f---- i----- + - - - -
- --------I
I I I I I I
I I I I I I
I I I I I I
9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown Sand with Shell
Max. Dry Density: "113.6 P.C.F.
Optimum Moisture: 11.8 Percent
Julie E. Keller, P.E.
President
. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366