HomeMy WebLinkAboutAACE 20-152 Grady Drive F-4 Footings(1)ANDERSEN ANDRE CONSULTING ENGINEERS., INC.
834 SW Swan Avenue
Port St. Lucie, Ftorida 34983
Phone: 772-807-9191 Fax: 772-807.9192
www.aaceinc.com
FIELD DENSITY TEST REPORT
PROJECT: 4600 Grady Drive
FILE NO: 20-152
Fort Pierce, St. Lucie County, FL
REPORT NO: 1
REPORTED TO: Ms. Monica Gotti
CC: CIM Construction
DATE OF TEST(S): 03/30/2020 PAGE NO:
1 OF 1
TEST NO,
F-4 Footing Subgrade, Proposed Residence
MDR
MOISTURE
DENSITY Y
PERCENT
DEPTH
NO.
CONTENT °/a
(PCF)
COMPACTION
LOCATION
1
10'W of East end of North F-4 Footing
3055
5.7
102.8
97
0 to -12" FS
2
1O'E of West end of North F-4 Footing
3055
4.8
1024
96
0 to-12" FS
3
1O'W of East End of South F-4 Footing
3055
6.2
105.3
99
0 to-12" FS
4
1 O'E of West End of South F-4 Footing
3055
7.0
105,1
99
0 to -12" FS
" DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT.
r
** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS
PER SPECIFICATIONS
FIELD TEST! FASTM D-2937 ASTM D-2922 r ASTN{ D 2167
r`j ASTM D-1556
TECHNICIAN: BS REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE
OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SUL BELOW STABILIZED SECTION
ASTM MAX. OPTIMUM
MDR NO, TEST METHOD DENSITYMOISTUREPSSG = STABILIZED SUBGRADE
PB = PAVEMENT BASE
RS=ROADWAY
NSSG= NON STABILIZED SUBGRADE
3055 D1557 106.5 PCF 8.2 % SBP = SOIL BELOW PAVEMENT
TOP = TOP CF PIPE
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
RSIII����,,
OTHER:
mI
40
* , Peter G. A ersen, P.E. , LU
Fla. RjOS:0556 L1
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE C�kFI I1 PRO �� '-EpltSYryS', 01
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS i6fl� aPFN/R}gCAJDVAI
ANDERSEN AN®RE 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: 4600 Grady Drive FILE NO: 20-152
Fort Pierce, St. Lucie County, FL REPORT NO: 1
REPORTED TO: Ms. Monica Gott!
CC: CIM Construction
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SAMPLE NO: 3055 SAMPLE LOCATION: Composite Sample, P���il��tll!'•
DESCRIPTION: Light brown to tan fine sand ER" ANp /
DATE SAMPLED: 0312712020 BY: BS ��� �.'��� ,��•;rt�`,y�f
DATE TESTED: 03/30/2020 BY: PA LUNp.
ete�ersen, P.E W
Fla. Re 0956 W
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFI'7k I, ROPER LIENTS ANb T�19RIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS R OP,FNDINGFOUR W�,Lfy"A � L.