HomeMy WebLinkAboutField Density ReportANDERSEN 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: 20
REPORTED TO: Curington Contracting
CC:
DATE OF TESTS): 07/0212020
PAGE NO.:
1 OF 1
TEST NO,
Dumpster Pad Subgrade
MDR
MOISTURE
DENSITY
PERCENT
DEPTH
NO.
CONTENT(/o)
(PCF)
COMPACTION
LOCATION
1
NEC of Pad
3065
10.3
106.5
95
0 to -12" FS
2
NWC of Pad
3065
9.9
107.0
96
0 to -12" FS
3
SWC of Pad '
3065
10.6
106.7
96
0 to -12" FS
4
SEC of Pad
3065
10.2
108.0
97
0 to -12" FS
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 TE81' ASTM D 2937 jv ASTMM D-2922 I- ASTM D-2167
F ASTM D-1555
TECHNICIAN: SM
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F= SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE
OPTIMUM
GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. ASTM MAX. MOISTURE
PSSG = STABILIZBD SUBGRADE
PB z PAVEMENT BASE
TEST METHOD DENSITY CONTENT
RS = ROADWAY
NSSG = NON STABILIZED SUBGRADE
3065 D1557 111.7 PCF 10.1 %
SBP = SOIL BELOW PAVEMENT
TOP = TOP OF PPE
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
617
L i
F417ep'G. ANcFsqD7%6
*Ia'. Reg. ND. 57956
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