HomeMy WebLinkAboutKSM REPORT1
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KELLER, SCHLEICHER.& MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772} 337-7755 RO. 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
November 30, 2018
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Classic Construction of South Florida Inc
Gary Dryden
9425 Avenel Lane .
Port St Lucie, FL 34986
Re: 7801 Fort Walton Avenue
Lakewood Park
Ft. Pierce, Florida
Permit #: , 1809-0214
KSM Project #: 184118-1 d
Dear Sir:
We coul7ty
Enclosed; please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
ShoI416yow.have.any questions, please feel free to contact the office.
°°° V -tom.
—"xC rS45c'
Email to: godryden@msn.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:
November 29th, 2018
KSM JOB #: 184118-1 d/SS/ct
PERMIT #:
i
1809-0214
CONTRACTOR:
Classic Construction of South Florida
Inc
JOBS LOCATION:
7801 Fort Walton Avenue
Lakewood Park
Ft. Pierce, Florida
MATERIAL:
Brown & Gray Sand with Clay
ITEM TESTED:
Compacted Foundation Fill
-----=----------=------------------------------=---------------------
TEST LOCATION
DEPTH MOIS- PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
---------------------------------------------------------------------
VALUE
1-5' Lifts
1. N.E.
12" - 24" 11.0 46
110.8
114.0
97.2
2. S.E.
50
111.7
It98.0
3. Center
46
110.1
96.6
4. S.W.
50+
112.6
98.8
5. N.W.
49
111.4
97.7
Final Lift
6. N.I=.
0" -12" 9.9 48
111.0
114.0
97.4
7. S. E.
44
109.6
96.1
8. Center
9946
110.2 .
96.7
9. S.W.
50+
113.1
99.2
10. N.W.
50+
112.5
98.7
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, I -NC.
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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: November 29t", 2018 KSM JOB #: 184118-1 p
PERMIT #: 1809-0214
CONTRACTOR: Classic Construction of South Florida Inc
JOB LOCATION: 7801 Fort Walton Avenue
Lakewood Park
Ft. Pierce, Florida
115-F---T---,----I----r---T
---,
I I I I I I I
I I I I I I I
I I I I I I I
114
-IIIIIII ------- /—-
113 ------ IIIIII ----
112 --IIIIIIII
+----+---�----I---- j----+----I
I I I I I I I
I I I I I I I
I I I
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown & Gray Sand with Clay
I
Max. DryDensity: 114.0 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 1 Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366