HomeMy WebLinkAboutKSM DENSITY TEST RESULTS - ENTRY WALL FOOTERSTIP C! lk t
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL 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
November 9, 2018
Foglia Construction
1705 19th Place
Unit F2 . -
Vero Beach, FL 32960
Re: 6600 N. Highway A1A
Ft. Pierce, Florida
Permit M
KSM Project #: 172665-5d
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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.
MA TIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALI 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
I
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: November 7th, 2018 KSM JOB #: 172665-5d/MH/ct
PERMIT #:
CONTRACTOR:. Foglia Construction
JC B LOCATION: 6600 N. Highway A1A
II Ft. Pierce, Florida
MATERIAL: Brown Sand with Traces of Shell
ITEM TESTED: Entry Wall Footers
- I -- -- -- --- -- -- --
EST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
VALUE
North Side
1 J
North
0" —12" 5.9 50
110.3 " 111.7
98.7
2!
Center
50
109.4
97.9
3
South
50
107.6
96.3
4North
0"- —12" 5.9 50
108.4 111.7
97.0
5 Center
50
109.3
97.9
6 ! South , _
i
50
110.5
98.9
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KE IER, 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: November 7th, 2018 KSM JOB #: 172665-5p
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Foglia Construction
6600 N. Highway A1A
Ft. Pierce, Florida
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108-{--------------------�---�
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
;oil Description: Brown Sand with Traces of Shell
4ax. Dry Density: 111.7 P.C.F.
)ptimum Moisture: 11.0 Percent
ulie E. Keller, P.E.
'resident .
i
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366