HomeMy WebLinkAboutCompaction Test � C1t
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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
April 5, 2019
Drew Dunlap
Dunlap Construction Group LLC
1708 Old Dixie Highway
Vero Beach, Florida 32960
Re: Ocean Resorts
5101 Highway A1A
Fort Pierce, Florida
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Permit#: 1812-0035 1a_Uy
KSM Project#: 190553-2d
Dear Mr. Dunlap:
Enclosed, please find the nuclear density test results performed on the footer pads for
the club house repair at the above referenced project.
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Sal�otlfcyoiVr�,any questions, please feel free to contact us.
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E-mail to: drewdunlap@dunlap-construction.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 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: April 4th, 2019 KSM JOB #: 190553-2d/SS/ct
PERMIT #: 1812-0035
CONTRACTOR: Dunlap Construction Group LLC
JOB LOCATION: Ocean Resorts
5101 Highway A1A
Fort Pierce, Florida
MATERIAL: Fine Tan Sand
ITEM TESTED: Footer Pads for the Club House Repair
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TEST DEPTH MOIS- PEN DRY MAX. DRY PERCENT
LOCATION TURE READ DENSITY PROCTOR COMPACTION
VALUE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1. North 0" — 12" 7.3 43 105.7 106.0 99.7
2. N. Center 19 1140 103.9 it98.0
3. S. Center 42 104.4 it98.5
4. South it it43 105.1 1199.2
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: April 4th, 2019 KSM JOB #: 190553-2p
PERMIT #: 1812-0035
CONTRACTOR: Dunlap Construction Group LLC
JOB LOCATION: Ocean Resorts
5101 Highway A1A
Fort Pierce, Florida
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I I I I I I I I I
105 -t- - - f - - -t - - -j- - I- - - + - � - - -{
U I I I I I I I I I
a I I I I I I I I
w I 1 I I I I I I
103 � - - � - - - - - - -1- - - - - - - -� - - �
I 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
102 T- - - T- - - T - - -1- - -1- - - r - - T - - -t - - -1
I I I I I I I I I
I I I I i I I I I
101 - - �- - - - - - - - - - - - - - - � - - �
7 8 9 10 11 12 13 14 15
Moisture- Percent of Dry Weight
Soil Description: Fine Tan Sand
Max. Dry Density: 106.0 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366