HomeMy WebLinkAboutFIELD DENSITY REPORTANDERSEN 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 / � ?//� LIJ " �
PROJECT: 153 Riomar Drive - Garage Pad
FILE NO: 20-1Q40.����eVE0
REPORT NO: 1 1���
REPORTED TO: Ms. Sheila Markell
SCANNED
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St. Lucie County
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DATE OF TEST(S): 01/08/2020
PAGE NO:
1 OF 1
TEST NO.
Pad FIII
MDR
MOISTURE
Y
DENSITY
DEN
PERCENT
DEPTH
NO.
CONTENT%
COMPACTION
LOCATION
1
8'N & 7'W of SEC of Pad
2969
10.0
116.0
96
0 to -12" FS
2
Center of Pad
2969
11.8
113.8
95
0 to -12" FS
3
6'S & 6'E of NWC of Pad
2969
11.9
114.1
95
0 to -12" FS
4
2'N & 2'E of SWC of Pad
2969
10.1
114.2
95
0 to -12" 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: r- ASTM D-2937 r ASTM D-2922 r— ASTM D-2167
r ASTM D-1556
TECHNICIAN: RL REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW F001ING FS = FLOOR SLAB SUBGRADE
OPTIMUM
GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. ET MOISTURE
TESTMMET HOD DENSITY
PSSG= STABILIZED SUBGRADE
PB=PAVEMENT BASE
CONTENT
IRS =ROADWAY
NSSG= NON STABILIZED SUBGRADE
2969 D1557 119.9PCF 10.6%
SEP = SOIL BELOW PAVEMENT
TOP=TOPOFPIPE
BOP= BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
Peter G. Andersen. P.E.
Fla. Reg. No. 57956
ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLICAND OURSELVES.ALL REPORTSARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CUENTSAND AUWORIUTION
FOR PUBUCAMON OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL
AN RSEN ANDRE CONSUI NG 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: 153 Riomar Drive FILE NO: 20-104
Port St. Lucie, FI REPORT NO: 1
REPORTED TO: Ms. Sheila Markel[
CC:
TEST METHOD:
557
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SAMPLE NO: 2969 SAMPLE LOCATION: Composite Sample, Pad Fill
DESCRIPTION: Brown fine sand with traces of clay
DATE SAMPLED: 01/08/2020 BY: RL
DATE TESTED: 01/14/2020 BY: RL
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 WRn7EN APPROVAL