HomeMy WebLinkAboutMOISTURE-DENSITY RELATIONSHIP REPORTNutting
,13ulingineers
Of Florlaa In, I Blabllshed 1907
Your irofeeth Our Commitment
TO
Polo Construction, Inc.
6526 S Kanter Highway/Ste 122
Stuart, FL
34997
ATTN: John Kay
PROJECT Legency Golf & Tennis Club
CONTRACTOR
MOISTURE - DENSITY
RELATIONSHIP REP(V
PROJECTNO. PSL-1308
CLIENT P010 Construction, Inc.
C.C.
SCABN1NED SEP 2 9 2016
St. Lucie County
9000 Clubhouse Drive
Port St. Lucie, FL
PROCTOR NO. 1 DATETESTEDApr 15,2016 DATERECEIVEDApr 11,2016 DATESAMPLEDApr 11,2016
INSITUMOISTURE
N/A %
SAMPLED BY
M. Updike
TESTED BY
C. Costantino
SUPPLIER
On -Site Material
SOURCE
Building Pad
MATERIAL IDENTIFICATION
MAJOR COMPONENT Dk Brown Sand
MINOR COMPONENT
ROCK TYPE
115.0
i0o' .7
M
a
110.0
107.5
Z
LU 105.0
102.5
100.0
COMMENTS
COMPACTION STANDARD Modified Proctor,
ASTM D1557
COMPACTION PROCEDURE C: 6" Mold,
Passing 3/4"
RAMMER TYPE Automatic
TOTAL NUMBER OF TRIALS 4
6 7 8 9 10 11
MOISTURE CONTENT (%)
Page 1 of 1 May 12,2016
Reporting of these test results constitutes a testing service
a
TRIAL
NUMBER
WET
DENSITY
(Ib/113)
DRY
DENSITY
(Ib/ft3)
MOISTURE
CONTENT
(%)
1
109.7
102.8
6.7
2
114.7
106.2
8.0
3
118.6
108.0
9.8
4
117.9
105.8
11.4
MAXIMUM
OPTIMUM
DRY
MOISTURE
DENSITY
CONTENT
CALCULATED
10 8 s 0
9.5
PER.
Richard lossi, P.E. #42603
of Florida, Inc.
N"Ing FIELD DENSITY
Engineers REPORT
orRw ,I—.IEere ,.WIW
34�7our Project Is Our Commitment
TO
Polo Construction, Inc.
6526 S Kanter Highway/Ste 122
Stuart, FL
34997
ATTN: John Kay
PROJECT Legency Golf & Tennis Club
REPORT NO. 1 NO. OF DENSITIES 3
PROJECT NO. PSL-1308
CLIENT P010 Construction, Inc.
C.C.
LOCATION 9000 Clubhouse Drive
Port St. Lucie, FL
TESTEDBY M. Updike DATE TESTED Apr 29, 2016
CONTRACTOR
See Supporting Lab Testing
AREA Practice Putting Greens—Minie Golfcourse
Reports for Detailed Material
CONSTRUCTION TYPE (0-12")
Descriptions
DRY DENSITY
DENSITY
LOCATION
LaboratoryMOISTURE
COMPACTION
NUMBER
r
Soil Identifier
FIELD
LAB
FIELD
LAB
1
North section
Dk Brown Sand
13.1
9.5
105.6
108.0
98
2
Approx. center
Dk Brown sand
14.1
9.5
105.8
108.0
98
3
South section
Dk Brown sand
11.0
9.5
106.1
108.0
98
FIELD METHOD Nuclear ASTM D6938 SPECIFIEDCOMPACTION 98
LABORATORY METHOD Modified Proctor ASTM D1557
LOW DENSITIES INDICATED
COMMENTS
Page 1 of 1 May 12,2016 Nutting Engineers of Florida, Inc. PER.These ORlchard
test results only represent compaction measured al the location reported to a maximum depth of 12 inches below the surface tested. 0. IGssir P.E. ,Y426033
This report does not reflect bearing capacity or deeper soil conditions.
This report shall not be reproduced, except in full or relied upon without poor written approval of Nutting Engineers of Florida, Inc..
Palm Beach (561) 736.4900 * Broward (954) 941.8700 * Miami Dade (305) 824.0060 * Port St. Lucie (772) 408.1050
otechnical & Construction Materials
NuttingEngineering, Testing, & Inspection
Environmental Services
EEngineers Offices throughout the state of Florida
of Florida lnc.iEstablished 1967 www.nuttingengineers.com info@ nuttingengineers:com
Your Project is our commitment
Moisture and Organic Content Report
Client Name:
Polo Constructiom, Inc.
Order Number:
334.3
Project Name:
Legency Golf & Tennis Club
Report Number:
1
Project Location:
9000 Clubhouse Drive, Port St. Lucie
Date Sampled:
4/29/2016
Sampled By:
M. Updike Tested By: C. Costantino
Date Tested`
5/2/2016
Sample #
Moisture Content
Organic Content
1
50.5%
12.0%
Sample #
Material Description
Sample Location
1
1 Dark Brown Fine Sand & Trace of Organic Debris
Building Pad
1310 Neptune Drive 0 Boynton Beach, Florida 33426 0 (561) 736-4900 a Fax (561) 737-9975
Broward (954) 941-8700 9 Port St. Lucie (772) 408-1050 0 Miami Dade (305) 824-0060