HomeMy WebLinkAboutFIELD DENSITY TEST REPORTANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue
Port St. Lucie, Florida 34983
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FIELD DENSITY TEST REPORT
PROJECT: Sedona - Phase 1
FILE NO: 17-242
Fort Pierce, Florida
REPORT NO: 239
RECEIVED
R
PORTED TO: Edwards Landing, LLC
JUL 2 4 2019
CC: Culpepper & Terpening, Inc.
ST. Lucie County, Permitting
DAT
OF I ES I (S): 7/1712019
I
PAGE NO.:
1 Ot-
MDR
MOISTURE
DRY
PERCENT
DEPTH
TEST NO.
uilding #23, Floor Slab Perimeter Backfill
NO.
CONTENT %
D(PSI Y
COMPACTION
LOCATION
1
ICenter of north side of slab
2577
11.7
110.9
99
0 to -12" GA
2
ICenter of west side of slab
2577
11.5
110.5
98
0 to -12" GA
3
'Center of south side of slab
2577
11.2
111.2
99
0 to -12" GA
4
Center of east side of slab
2577
11.9
110.6
98
0 to -12" GA
it
I
* DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT.
i
** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS
PER SPECIFICATIONS
FIELD TEST: r—ASTM D-2937 17 ASTM D-2922 ASTM D-2167
(- ASTM D-1556
TECHNICIAN: SM
REMARKS:
LA 'IORATORY MOISTURE -DENSITY RELATIONSHIP
'I
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 = STABILIZED SUBGRADE
PB = PAVEMENT BASE
TEST METHOD DENSITY CONTENT
RS = ROADWAY
NSSG = NON STABILIZED SUBGRADE
2577 D1557 112.5 PCF 10.4 %
SBP = SOIL BELOW PAVEMENT
TOP = TOP OF PIPE
�i
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
David P: Andre, P.E.
Fla. Reg. No; 53969
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE 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.