HomeMy WebLinkAboutMODIFIED PROCTOREF
D
A rd a m a nArdConcarnan a Associates, Inc.
460 NW Concourse Place, Unit 1
98 Port St. Lucie, FL34986
& Associates, Inc. P FAX(772)878-0097
Florida Certificate of Authorization No.00005950 rmitting
MODIFIED PROCTOR (ASTM D-1557)
Project Name: 361 Notlem Drive, Additions Date Sampled: 1126/2018
Project Location: St. Lucie County, Florida Sampled By: CIF
File Number: 18-5407 Date Tested: 1/29/2018
Client Name: Chris Meyer Concrete Tested By: TC
1000.0
Z
0
w
W 100.0
Q.
LL
0
0
I
1.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
MOISTURE CONTENT (%)
120
mill
NO
105
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
MOISTURE CONTENT (%)
LBR VALUE (%)
+4 MATERIAL (%)
-4 MATERIAL (%)
MAX. DRY
DENSITY (pcfl
115.5
OPTIMUM
MOISTURE (%)
10.5
FINES (%)
Curves of 100% Saturation
for Specific Gravity Equal to:
2.60
2.65 ——-
2.70 ------
SAMPLE NUMBER: 18-015
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SAMPLE DESCRIPTION: Brown Fine Sand with Trace Rock 8r Clay
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SAMPLE LOCATION: Natural Ground
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PROPOSED USE: Backfill / Subgrade
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Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be
reproduced except in full without the approval of the testing laboratory. The use of our name must receive our
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written approval. .Our letters and reports apply only to the sample tested and.or inspected, and are not
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indicative of the quantities of apparently indentical or similar products.
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AB�OI J. attack, +' ,
�lorida
ense No. 63911