HomeMy WebLinkAboutFIELD DENSITY REPORT - ANDERSEN ANDRE CONSULTING ENGINEERSANDERSEN 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: 13054 NW Gilson Road
FILE NO: 17-179
Proposed Addition
REPORT NO:F�ECEIVED
REPORTED TO: Watermark Contractors
SCANNED
JUN 2 S 2019
CC:
BY
St. Lucie County
ST: 6UEIe 6eunw, PCfffli€ting
DATE OF TEST(S): 06/1312019
PAGE NO.: 1
OF 1
TEST NO.
30' x 40' Addition, Pad Fill
MDR
MOISTURE
DENS TM
PERCENT
DEPTH
NO.
CONTENT(%)
COMPACTION
LOCATION
(PCF)
1
NWC of Pad
2832
10.9
108.5
97
0 to -12" FS
2
NWC of Pad
2832
11.3
110.1
99
-12" to-24" FS
3
Center of Pad
2832
10.5
109.2
98
0 to -12" FS
4
Center of Pad
2832
9.7
108.4
97
-12" to -24" FS
5
SEC of Pad
2832
10.5
108.9
98
0 to -12" FS
6
SEC of Pad
2832
10.0
107.3
96
-12" to -24" 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 TEST: F7 ASTM D-2937 F 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
MAX.
GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. MOISTURE
TEST M
MET
ET HOD DENSITY
PSSG = STABILIZED SUBGRADE PB=PAVEMENT BASE
CONTENT
RS=ROADWAY NSSG= NON STABILIZED SUBGRAOE
2832 D1557 111.4 PCF 10.2%
SBP= SOIL BELOW PAVEMENT TOP =TOP OF PIPE
BOP= BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE
OTHER:
Peter G. Andersen, P.E.
Fla. Reg: No. 57956
AS 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 WRTIFTEN APPROVAL.
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
MOISTURE -DENSITY RELATIONSHIPS
PROJECT: 13064 NW Gilson Road FILE NO: 17-179
Proposed Addition REPORT NO: 1
REPORTED TO: Watermark Contractors PERMIT NO:
,
TEST METHOD:
ASTM-1557
.
(STANDARD) (MODIFIED)
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SAMPLE NO:
2832
DESCRIPTION:
Brown fine
DATE SAMPLED:
06/13/2019
DATE TESTED: 06/14/2019
SAMPLE LOCATION: Composite of pad fill (2')
sand with traces of
BY: SM
BY: SM
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
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.