HomeMy WebLinkAboutFEILD DENSITY TEST REPORTAiman & Associates--,'nc.
Certificate of Authorization No. 5ydv
460 NW Concourse Place, Unit 1 SCANNED
Port St. Lucie, Florida 34986 BY
Phone: (772) 878-0072 '+ LUCie County
ty
FIELD DENSITY TEST REPORT
PROJECT:
CemexPlant
FILE NO.: 16-5465
Environment Drive, Fort Pierce, Florida
RECEIVED
REPORTED TO:
Mid -State Machine & Fabrication Corp.
SEP -1 2016
Permit Number
1603-0125��yQ�
_ Q/.ems—
DATE OF TEST:
8/9/16 and 8/15/16
TEST
A -Frame Shaker Foundations
MDR.
MOISTURE
CONTENT
DRY
PERCENT
DEPTH
NO.
NO.
DENSITY
COMPACTION
LOCATION
%
1
NE Footing
1
13.1
, 117.4
99
0 to -1'
2
SE Footing
1
9.0
112.6
96
0 to -1'
3
West Footing
2
9.7
126.0
98
0 to -1'
4
NE Footing (retested on 8/15/16)
1
10.6
113.5
97
0 to -1'
5
SE Footing (retested on 8/15/16)
1
10.8
114.2
97
0 to A'
• DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT.
FIELD TEST:
❑ ASTM D-2937 [, ASTM D-6938
❑ASTM D-2167 ❑ ASTM D-1556
TECHNICIAN:
TO
Test depth referenced from:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
Top of Footing Subgrade
MDR ASTM
MAX, OPTIMUM
NO. TEST METHOD
DENSITY MOISTURE
CONTENT
1 D-1557
118 PCF 7.5 % Remarks:
2 D-1557
129 PCF 8 %
ii 6l�V - S' . c7 iiivdl � .T
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT:
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR
1�
1 an 3.
7 .) In 11 fin I
ise # 63911
OF CLIENTS AND AUTHORIZATION
)UR WRITTEN APPROVAL.
Ai8aman & Associate,fn
Certificate of Authorization No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, Florida 34986
SCANNED Phone: (772) 878-0072
BY Fax: (772) 878-0097
St. Lucie CountrFIELD DENSITY TEST REPORT
D EC EOV
MAR — 2 RECD
PROJECT:
Cemex Plant
FILE NO.: 16-5465
Environment Drive, Fort Pierce, Florida
REPORTED TO:
Permit Number
Mid -State Machine &Fabrication Corp.
1603-0125
OLn
DATE OF TEST:
8/9/16 and 8/15/16
TEST
A -Frame Shaker Foundations
MDR.
MOISTURE
CONTENT
DRY
PERCENT
DEPTH
NO.
NO
DENSITY
COMPACTION
LOCATION
1
NE Footing
1
13.1
117.4
99
0 to -1'
2
SE Footing
1
9.0
112.6
96
0 to -1'
3
West Footing
2
9.7
126.0
98
0 to -1'
4
NE Footing (retested on 8/16/16)
1
10.6
113.5
97
0 to A'
5
SE Footing (retested on 8/15/16)
1
10.8
114.2
97
0 to 4
* DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT.
FIELD TEST:
❑ ASTM D-2937 [, ASTM D-6938
❑ ASTM D-2167 E ASTM D-1556
TECHNICIAN:
TO
Test depth referenced from:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
Top of Footing Subgrade
MDR ASTM
MAX. OPTIMUM
NO. TEST METHOD
DENSITY MOISTURE
CONTENT
1 D-1557
118 PCF 7.5 % Remarks:
2 D-1557
129 PCF 8 %
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT',
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR
O f No.63911
STATE
ONAVr'
l i wIi�
k, P.E.'
# 63911
'LIENTS AND AUTHORIZATION
WRITTENAPPROVAL.
� Arden in
& Associates, Inc.
Florida Certificate of Authorixatlon No. 00006950
MODIFIED PROCTOR (ASTM D-1557)
Project Name: CEMEX Plant Date Sampled
Project Location: Port St. Lucie, Florida Sampled By:
File Number: 16-5465 Date Tested:
Client Name: Midstate Machine & Fabricating Tested By:
■ 9
MENReeled
�.. � ernE —omm —
N ONE
110
• _ ,u n is 10 14 It, 15 17 16 19 20
MOISTURE CONTENT (%)
SAMPLE NUMBER:
SAMPLE DESCRIPTION:
SAMPLE LOCATION:
PROPOSED USE:
Ourteners and Ol are forthe exWusive use of the diem to Whem they amendreesed and shall not be
reproduced except In full adnout the approval of the testing laboratory. The use of ouf name must receive
ourwrthen approval. Our legere and reports apply only to the Sample tested me of esteemed. and are not
Indicative of the quanhlies of apparently inden all or similar "duds.
J.
7t
3 1♦ STATE OF
A
: ♦♦Ir[nntoP
101VA i'C
Ardaman & AaSOdlatos, Inc.
460 NW Concourse Place, Unit 1
Port St Lucie, FL 34986
Phone (772) 878-0072
FAX (772) 878-0097
8/9/2016
8110/2016
TO
MAX. DRY
DENSITY (pco
118.0
OPTIMUM
MOISTURE (%)
7.5
FINES (%)
Curves of fee % Saturation
for Specific Gravity Equal to:
2.60
2.65
No. 63911