HomeMy WebLinkAboutKSM Testing 11-1-15J AW
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
October 28, 2015
DiFrancesco Construction, Inc.
Michael DiFrancesco
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
Re: 2302 Grand Oak Avenue
Fort Pierce, Florida
Permit #: 15060565
KSM Project #: 152334-1 d
Dear Michael:
Enclosed, please find the nuclear density test results performed on the proofrolled
surface at the above referenced project.
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any questions, please feel free to call.
E-mail to: difranconstinc@aol.com
Fax and Mail to: St. Lucie County Building Department
RECEIVED NOV 0 12015
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: October 27, 2015 KSM JOB* 152334-1d/BV/ct
PERMIT #: 15060565
CONTRACTOR: DiFrancesco Construction
JOB LOCATION: 2302 Grand Oak Avenue
Fort Pierce, Florida
MATERIAL:
Light Brown Sand
ITEM TESTED:
Proofrolled Surface
----------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
-------------------------------------------------
VALUE _
1. S.E.
0" —12" 11.2
40
97.0
102.0
95.1
2. N.E.
98.1
96.2
3. N.W.
101.0
99.0
4. S.W.
97.2
95.3
5. Center
98.4
96.5
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: October 27, 2015 KSM JOB #: 152334-1 p
PERMIT #: 15060565
CONTRACTOR: DiFrancesco Construction Inc.
JOB LOCATION: 2302 Grand Oak Avenue
Fort Pierce, Florida
103-r----T----1----I----1----- -1
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
102 t-——— +— — — —I-- — ————— -t — — —
—I
V I I I I I I I
a I I I I I I
F_ I I I I I I
= I I I I I I I
W I I I I I I
101-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
I I I I I I I
100-----------------------�
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Light Brown Sand
Max. Dry Density: 102.0 P.C.F.
Optimum Moisture: 11.1 Percent,
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366