HomeMy WebLinkAboutSOIL COMPACT TEST f 90,054
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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
May 24, 2019 SCANNED
St. Luc13County
Edwards Landing LLC
1732 S. Congress Ave, #343
West Palm Beach, FL 33406
Re: Sedona
Edwards Road & 25th Street
Ft. Pierce, Florida
Permit #:
KSM Project #: 190689-14d hbk
Dear Sir:
RECEIVED
MAY 31 2019
ST. Lucie County, Permitting
As you requested, an on -site visit was made to the above referenced site to
determine the degree of compaction of the foundation soils under the dumpster
pad in front of Buildings #19 & #20. Since the pad was in place at the time of our
visit, the following method was used to determine the in -place density.
1. At locations around the exterior of the foundation, the soil was removed
parallel to the bearing grade of the footer and nuclear density readings
taken.
2. At random locations around the exterior of the footer, a Brainard-Killman
model 'S-214 static cone penetrometer was used to measure the soil
resistance beneath the bearing grade of the footer.
Findings:
Nuclear density readings indicate that the degree of compaction ranged from
98.2 -to 98.8. percent of its modified Proctor value. Penetrometer readings
indicate that the filled soils to be generally firm. The soil compaction report along
with our penetrometer readings is attached.
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
Sedona -2- May 24, 2019
Ft. Pierce, Florida
Based upon the field data obtained, it is our professional opinion that the
compaction exceeds 98 percent of its modified dry Proctor..
investigation are clear and understandable. If any
ification is needed, please contact our office.
JEK/ct
Email to: edwardslandingllc@gmail.com
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: May 23rd, 2019
PERMIT #:
CONTRACTOR: Edwards Landing LLC
JOB LOCATION: Sedona
Edwards Road & 251hi Street
Fort Pierce, Florida
MATERIAL: Brown Sand with Clay
KSM JOB #: 190689-14d/SS/ct
SceVNED
St.Lucie county
ITEM TESTED: Dumpster Pad in Front of Building #19 & Building #20
--------------------------di
TEST LOCATION
----------------------------------------
DEPTH MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE---------------
1. East
0" — 12" 9.7
38
109.7
111.5
98.4
2. Center
8.4
40
110.2
98.8
3. West
8.9
37
109.5
98.2
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Tr C 19
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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
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
L
Soil Description:
Max. Dry Density:
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
May 231d, 2019
Edwards Landing LLC
Sedona
Edwards Road & 25'h Street
Fort Pierce, Florida
KSM JOB #: 190689-14d
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10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Clay
111.5 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366