HomeMy WebLinkAboutCompaction TestANDERSEN ANDRE CONSULTING ENGINEERS; INC.
834 SW Swan Avenue
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax: 772-807-9192
www.aaceinc.com
FIELD DENSITY TEST REPORT
PROJECT: FPL Solar Interstate Education/Operation Center
FILE NO: 20-148
St. Lucie County, FIL
REPORT NO: 15
REPORTED TO: Curington Contracting
CC:
DATE OF TEST(S): 06/25/2020
PAGE NO.:
1 OF 1
TEST NO,
Building Foundations, Column Footings
MDR
MOISTURE
DRY DENSITY
PERCENT
DEPTH
NO.
CONTENT (%)
(PCF)
COMPACTION
LOCATION
1
Gridline A-2
3065
8.8
107.2
96
0 to -12" F
2
Gridline A-3
3065
8.2
106.5
95
0 to -12" F
3
Gridline A-4
3065
9.0
107.4
96
0 to -12" F
4
Gridline A-5
3065
8.3
107.0
96
0 to -12" F
5
Gridline G-2
3065.
8.7
106.7
96
0 to -12" F
6
Gridline G-3
3065
9.2
107.3
96
0 to -12" F
7
Gridline G-4
3065
8.9
107.9
97
0 to -12" F
8
Gridline G-5
3065
9.5
107.5
96
0 to -12" F
* DENOTES IN-PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT.
** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS
PER SPECIFICATIONS
FIELD TEST: r` ASTM D-2937 , ASTM D-2922 r, - ASTM D-2167
ASTM D-1556
TECHNICIAN: SM
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE
OPTIMUM
ASTM MAX.
GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. MOISTURE
TEST METHOD DENSITY
PSSG = STABILIZED SUBGRADE
PB = PAVEMENT BASE
CONTENT
RS = ROADWAY
NSSG = NON STABILIZED SUBGRADE
3065 D1557 111.7 PCF 10.1%
SBP= SOIL BELOW PAVEMENT
TOP = TOP OF PIPE
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
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AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE COMPUWIIL PROPERTY OFCLIENTS AND Al1TCgRWATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS.RE \1fD PEND&AQ�A•U� prEN APPAtt ,L -ft
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ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax: 772-807-9192
www.aaceinc.com
FIELD DENSITY TEST REPORT
PROJECT: FPL Solar Interstate Education/Operation Center
FILE NO: 20-148
St. Lucie County, FL
REPORT NO: 16
REPORTED TO: Curington Contracting
CC:
DATE OF TEST(S): 06/25/2020 PAGE NO.:
1 OF 1
TEST NO.
Elevator Pit Footing
MDR
NO.
MOISTURE
CONTENT (%)
DENSITY
(PCF)
PERCENT
COMPACTION
DEPTH
LOCATION
1
Center of Pit Footing
3065
9.5
108.1
97
0 to -12° F
* DENOTES IN-PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT.
** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS
FIELD TEST: F ASTM D-2937 Cv ASTM D-2922 r ASTM D-2167
(,' ASTM D-1556
TECHNICIAN: SM REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE
ASTM MAX. OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. TEST METHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE
CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE
3065 D1557 111.7 PCF 10.1 % SBP = SOIL BELOW PAVEMENT
TOP = TOP OF PIPE
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
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—Pe r 4^. Andersen,
M. }Reg. No. 579[6/
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENI'� � }ARTY srC�LrNTSAND AUTFj{iRS TI4
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESEF�iCP 13VG.IR WRITTEN APPRVN* ®�