HomeMy WebLinkAboutKSM REPORTS02/26/2019 18:18 7725896469 KSM ENGINEERING _ PAGE 01/03
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 (501) 845-7445 www.ksmengineering.net MELE30URNF (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5593 FAX (772) 589-6469
February 20, 2019
Heritage Contracting C'9�
3690 N. U.S.1 REMEn `GL�e1-�cc0
Fort Pierce, Florida 34946 0
FEB;2'7 Zell;�G�fy
Re: 4418 Pressler Lane Fermium o
Fort Pierce, Florida St. Lucie countyent
Permit #: 1901-0173 W
KSM Project #: 190592-2d
Dear Sir
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
Should you have any questions, please feel free to contact the office.
Ronald G. Keller, P.E.: 37293 / SI Lic. No.:860 / Julie E. Keller, P.E.:68366
02/26/2019 18:18 7725896469 - KSM ENGINEERING PAGE 02/03
Tip C11 t
i1—Il;p
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) M-8876 E-Mail: KSMPKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5698 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: February 19t', 2019 KSM JOB #: 190592-2d/SS/cv
PERMIT #: 1901-0173
CONTRACTOR
Heritage Contracting
JOB LOCATION:
4418 Pressler Lane
Fort Pierce, Florida
MATERIAL:
Brown Sand
ITEM TESTED:
Compacted Foundation
Fill — Re -Test
TEST LOCATION
DEPTH MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE
1. S. E.
0" — 12" 9.9
50+
109.1
109.6
99.5
2. S.W.
U108.3
"
98.8
3. Center
107.5
"
98.1
4. N.W.
"
"
107.9
"
98.4
5. N.E.
"
108.8
99.3
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
02/26/2019 18:18 7725896469 KSM ENGINEERING - PAGE 03/03
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.ksmengineeririg.net MELBOURNE (321) 788-8488
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: February 19"h, 2019 KSM JOB #: 190592-2p
PERMIT #: 1901-0173
CONTRACTOR: Heritage Contracting
JOB LOCATION: 4418 Pressler Lane
Fort Pierce, Florida
1117----T----I----r---r— T----I
I I I I I 1 I
I I I I I I
1 I I I I I I
110 -----+----I-----I----I----4-----I
I I I I I I I
p I I I I I I
FT�n:
-)IIII 1III1 —)
- I T _d 109 ------J-7III1
I I
I I I I I I I
107-1-----I----4---- 4----4
I I I I I I I
1 1 I I I I I
I t I I I I I
106 1----i ---i ---�
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 109.6 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P-E.
President
Ronald G. Keller, P.E.:37293 / SI Lic. No.: 880 1 Julie E. Keller. P.E.: 68366
IqV 1-- 01r18
Z%LJAV
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESJING_,_LN_C_.
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) 70B-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.:5693 FAX (772) 589-6469
February 20, 2019
Heritage Contracting
3690 N. U.S.1
Fort Pierce, Florida 34946
Re: 4418 Pressler Lane
Fort Pierce, Florida
Permit #:
KSM Project #: 190592-2d
Dear Sir:
MAR 15 Z019
ST. Lucie County, Pennitting
ECANNE®
By
Et Luce count,
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
Should you have any questions, please feel free to contact the office.
1 lie E. Kell r, P _
r e
r •�
'
E-maifYd'Oa"ul.k.hcs@gmail.com
Ronald G. Keller, P.E.:37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
JMIDJAVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING INC.
—MARTH1UW2 337-"55P.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: February 191h, 2019 KSM JOB #: 190592-2d/SS/cv
PERMIT #:
CONTRACTOR:
JOB LOCATION
MATERIAL:
Heritage Contracting
4418 Pressler Lane
Fort Pierce, Florida
Brown Sand
ITEM TESTED: Compacted Foundation Fill — Re -Test
TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
-------------------------------------------------VALUE
--------
1. S.E. 0" —12" 9.9 50+ 109.1 109.6 99.5
2. S.W. 108.3
3. Center 107.5 "
4. N.W. 107.9 "
5. N.E. 108.8 "
98.8
98.1
98.4
99.3
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
Yl G� 9L B
A%L'aAYi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESIILV_G jNC
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 #:
CONTRACTOR
JOB LOCATION:
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
February 19t^, 2019
Heritage Contracting
4418 Pressler Lane
Fort Pierce, Florida
KSM JOB #: 190592-2p
I I I I I I I
I I I I I I I
I I I I I I I
110 4----+----4----I--------4----4
I I I I 1 I I
I I I I I I
I i I I I I I
log --- 1 ---J---I---\--
----1
I I II
I I 1 I I I
I I I i I I I
1074----4-----4---- 4----4
I I I I I I I
I I I I I I I
I I I I I I I
1064---- --------------4----4
10 11 12 13 14 15
Brown Sand
109.6 P.C.F.
12.0 Percent
Moisture - Percent of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366