HomeMy WebLinkAboutKSM REPORT NUCLEAR DENSITY TEST RESULTS 11-12-18Tie OIL t
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KELLER SCHLEICHER & MacWILLIAM ENGINEE T S
MARTIN (772) 337-7755 POa BOX 78-1377 SEBASTIAN FL 32 8%EB TM27
Y-4
2
PALM BEACH (561) 845-7445 ' ' MELBOU N8
www.ksmengineeri ng.net
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
November 12, 2018
South Florida Land Clearing, Inc.
15701 Orange Avenue
Fort Pierce, Florida 34945
Re: Southwind Trail
Across From 5305 Southwind Trail
Ft. Pierce, Florida
Permit M K0 - it CO 55
KSM Project #: 1839221 d
Dear Sir:
RECEIVED
JAN d 7 2019
ST. Lucie County, Permitting
SC ANNEp)
By
St. Lucre Cou.1y
Enclosed, ..please find the nuclear density test results performed on the lifts for the pad
at the above referenced project.
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sees aa
01i u�,y i any questions, please feel free to contact us.
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Email to: sflcgw@gmail.com
Mail 3 Copies
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 IBEACH (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: November 7th & 9th 2018 KSM JOB* 183922-1 d/MH/ct
PERMIT #:
CONTRACTOR:
South Florida Land Clearing, Inc.
JOB
LOCATION:
Southwind Trail
Across from 5305 Southwind Trail
Ft. Pierce, Florida
MATERIAL:
i
Brown Clayed Sand with Shell
ITEM TESTED:
Lifts for the Pad
--
- =-------------------------------------
TEST--
LOCATION
DEPTH MOTS- PEN
----
DRY
-------- ---
MAX. DRY
-----------
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
VALUE
---------------------------------------------------------------------
1s' Rift
1. N.E.
0" -12" 8.3 54
114.5
116.9
97.9
2. i S. E.
i
53
113.0
96.7
3.
Center
58
116.3
99.5
4. N.W.
52
112.5
96.2
5.
IS.W.
52
112.3
96.1
2►,d Lift
6.
N. E.
0" -12" 6.9 56
116.7 116.9
99.8
7.
S. E.
55
115.3
98.6
8.
Center
" 56
:116.0
99.2
9.
N.W.
54
114.9
98.3
10.
S.W.
55
115.3 it98.6
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
A% Lxiva
KELLER, SCH_LEICHER & 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: November 7th & 9th 2018 KSM JOB #: 183922-1 p
i
PERMIT #:
CONTRACTOR: South Florida Land Clearing, Inc.
JOB LOCATION: Southwind Trail
Across from 5305 Southwind Trail
Ft. Pierce, Florida
i
118T---,--- T --- F —1---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
117 +---I---+---1----4---+---F---�
ci 116J--- I---1——L---I-- I---L--!
1157--,---T---r---1---T---r--,
I
1144----4---+------4---+---1----4
I I I I I I I I
I
I I I I I
7 8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown Clayed Sand with Shell
Max. Dry Density: 116.9 P.C.F.
Optimum: Moisture: 10.6 Percent
Julie E.,Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366