HomeMy WebLinkAboutCompaction Test �tt�n —gyp? DENSITY
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REPORT
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PROJECT NO.' PSL-1316
TO CLIENT Lennar. Homes, LLC
Lennar Homes, LLC C.C.
8895 N Military Trl Ste. 101-B r
Palm Beach Gardens, FL [h:
33410
MAY -A, 017
ATTN: Thomas Leo PLit-" _
St. F✓Lci.�.: .. ..:.
PROJECT Meadow wood LOCATION Btwn I-95 and Johnson Rd.
Fort Pierce, FL
REPORT NO. 6 NO.OF DENSITIES 5 TESTED BY M. Updike DATE TESTED Apr 10,2017
CONTRACTOR See Supporting Lab Testing
AREA Proofroll Reports for Detailed Material
CONSTRUCTION TYPE (0-12") Descriptions
DENSITY Laboratory MOISTURE DRY DENSITY
LOCATION ry COMPACTION
NUMBER Soil Identifier FIELD LAB. FIELD LAB %
16 Lot 192- Approximate Center Lt Brown Sand ' 6.6 12.0 108.2 107.5 101
S1 Trace Shell Frags
17 Lot 194- Approximate Center Lt Brown Sand 7.4 12.0 107.0 107.5 100
Sl Trace Shell Frags
18 Lot 195- Approximate Center Lt Brown Sand 6.9 12.0 107.6 107.5 100
Sl Trace Shell Frags
19 Lot 196- Approximate Center Lt Brown Sand' 7.9 12.0 107.5 107.5 100
S1 Trace Shell Frags
20 Lot 197- Approximate Center Lt Brown Sand 6.8 12.0 107.2 107.5 100
Sl Trace Shell Frags
V � QA OFIELD METHOD Nuclear ASTM D6938 � 98
LABORATORY METHOD Modified Proctor ASTM D1557 A s '
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COMMENTS
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Page 1 of 1 Apr 10 2017
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Nutting Engineers of Florida,Inc. '- P
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These test results only represent compaction measured at the location reported to a maximum depth of 12 Inches below the surface tested l klRlchaTd( lossl,:p E.7t42U�
This report does not reflect bearing capacity or deeper loll conditions.
This report shall not be reproduced,except in full or relied upon without prior written approval of Nutting Engineers of Florida,Inc..
Palm Beach(561)736-4900*Broward(964)941-8700*Miami Dade(305)824-006.b=*P6A.St -Lucie.(772)408.1050
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