HomeMy WebLinkAboutFIELD DENSITY TEST REPORT-n'� - IT-,, `ANDERSEN ANDRE CONSUL`i ikG ENGINEERS, INC.
834 SW Swan Avenue
RECEI Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax: 772-807-9192
JAN o 7 20,9 www.aaceinc.com
sT, Lucie county, PermiytlIELD DENSITY TEST REPORT
PROJECT: Sedona - Phase 1
FILE NO: 17-242
Fort Pierce, Florida
REPORT NO: 157
REPORTED TO: Edwards Landing, LLC
SCANNED
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CC: Culpepper & Terpening, Inc.
St Luce County
DATE OF TEST(S): 0110312019
PAGE NO.:
1 OF 1
Floor Slab and Footing Subgrade, Bldg. T-22, 3111-3125
MDR
MOISTURE
DRY
PERCENT
DEPTH
TEST NO.
Morningdew Lane
NO.
CONTENT%
DENSITY
COMPACTION
LOCATION
1
5'S of NWC of Footing
2589
11.8
112.1
99
0 to -12" F
2
2D'E of SWC of Footing
2589
11.3
112.5
99
0 to -12" F
3
SON of SEC of Footing
2589
12.0
111.9
99
0 to -12" F
4
32'N & 8'E of SWC of Pad
2589
11.5
111.2
98
0 to-12" FS
5
15'S & 12VV of NEC of Pad
2589
12.6
112.0
99
0 to -12" FS
6
18'N 8 20'W of SEC of Pad
2589
12.3
111.7
99
0 to-12" FS
• 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: r ASTM D-2937 F7 ASTM
D-2922 r ASTM D-2167
r ASTM D-1556
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. MOISTURE
ASTMMET
MAILHOD
PSSG = STABILIZED SUBGRADE
PB=PAVEMENT BASE
TEST M ET DENSITY
CONTENT
RS=ROADWAY
NSSG= NON STABILIZED SUBGRADE
2589 D75s7 113.1 PCF 12.2%
SBP = SOIL BELOW PAVEMENT
TOP=TOPOFPIPE
BOP =BOTTOM OF PIPE
BOS= BOTTOM OF STRUCTURE
OTHER:
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ME SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL