HomeMy WebLinkAboutFIELD DENSITY REPORT 7-5-17Nutting r FIELD DENSITY
�' ng�neers % -7 OSV d L REPORT
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Your Proiais:Our:Commltment
PROJECT NO.- PSL-1316
TO CLIENT L
Lennar Homes, LLC C.C.
8895 N Military Trl Ste. 101-B
Palm Beach Gardens, FL _
33410 �UL 0 s 2017
ATTN: Thomas Leo BY: `
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, 2 017
CONTRACTOR
See Supporting Lab Testing
AREA Proofroll
Reports for Detailed Material
CONSTRUCTION TYPE (0-12")
Descriptions
MOISTURE
DRY DENSITY
DENSITY
LOCATION
Laboratory
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
Sl Trace Shell Fra`gs
17
of 194- Appro imate Center
Lt Brown San "2'."0
ObIN
107.0",
�
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
Sl Trace Shell Frags
20
Lot 197- Approximate Center
Lt Brown Sand
6.8
12.0
107.2
107.5
100
S1 Trace Shell Frags
REC��
JUL - 5 2017
FIELD METHOD Nuclear ASTM D6938 SPECPFIEb'C'OM0ACT!ON 98
LABORATORY METHOD Modified Proctor ASTM D1557 •f ' '� `,
L IT"I"NGI AT>;D
COMMENTS
(foNutting
Page 1 of 1 Apr 10, 2017 Engineers of Florida, Inc. PER. _
These test results only represent compaction measured at the location reported to a maximum depth of 12 Inches below the surface tested.�CI IClyd G. �OSSI� f" �. #42603.
This report does not reflect bearing capacity or deeper soil conditions.
This report shall not be reproduced, except In full or relied upon without prior written approval of Nutting Engineers of Florida, Inc..
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