HomeMy WebLinkAboutFIELD DENSITY TEST REPORTtih �
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
��o1-a�13 FIELD DENSITY TEST REPORT ISO-7-o�i3
SCANNED
PROJECT: Sedona - Phase 1
FILE NO: 17-242
Fort Pierce, Florida
8y
St. Lucie County
RECEIVED
REPORTED TO: Edwards Landing, LLC
FEB 0 7 2019
CC: Culpepper & Terpening, Inc.
9t: 6Hi:l@ FP,NflGYI BermlTtifl§_
DATE OF TEST(S): W712019
PAGE NO.: 1 OF 1 -
Building T-23 Compacted Slab an Grade and Footing Subgrade
MDR
MOISTURE
DRY
PERCENT
DEPTH
TEST NO.
(3135-3145 Illusion Circle)
NO.
CONTENT %
DENSITY
COMPACTION
LOCATION
1
WS and 8'E of N W Comer of Pad
2589
11.9
112.3
99
0 to -12" FS
2
55'N and.1 WE of SW Corner of Pad
2589
12.5
111.8
99
0 to -12" FS
3
1 OW and 5'N of BE Comer of Pad
2589
13.0
111.6
99
0 to -12" FS
4
VS and 16W of NE Comer of Pad
2589
12.8
112.1
99
0 to -1 T FS
5
40'E of sW Comer of Footing
2589
12.6
111.2
98
0 to -12" F
6
SE of NW Comer of Footing
2589
13.1
112.5
99
0 to -12" F
7
10'N of SE Comer of Footing
2589
12.3
112.9
100
0 to .12" F
8
10'W of NE Comer of Footing
2589
12.7
111.3
98
0 to .12" F
• DENOTES IN -PLACE DENSITY TEST
DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT.
•• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS
FIELD TEST: l-` ASTM D-2937 r
ASTM D-2922 [", ASTM D-2167 r ASTM DA 556
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 MOISTURE MOISTURE
PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE
TEST METHOD DENSITY
CONTENT
RS=ROADWAY NSSG = NON STABILIZED SUBGRADE
2589
D1557 113.1PCF 12.2%
SEP = SOIL BELOW PAVEMENT TOP=TOPOFPIPE
BOP= BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE
OTHER:
David P. Andre, P.E.
Fla. Reg. No. 53969
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