HomeMy WebLinkAboutCompaction TestANDERSEN 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: FPL Solar Interstate Education/Operation Center
FILE NO: 20-148
St. Lucie County, FIL
REPORT NO: 15
REPORTED TO: Curington Contracting
CC:
DATE OF TEST(S): 06/25/2020
PAGE NO.:
1 OF 1
TEST NO.
Building Foundations, Column Footings
MDR
MOISTURE
DRY DENSITY
PERCENT
DEPTH
NO.
CONTENT (%)
(PCF)
COMPACTION
LOCATION
1
Gridline A-2
3065
8.8
107.2
96
0 to -12" F
2
Gridline A-3
3065
8.2
106.5
95
0 to -12" F
3
Gridline A-4
3065
9.0
107.4
96
0 to -12" F
4
Gridline A-5
3065
8.3
107.0
96
0 to -12" F
5
Gridline G-2
3065.
8.7
106.7
96
0 to -12" F
6
Gridline G-3
3065
9.2
107.3
96
0 to -12" F
7
Gridline G-4
3065
8.9
107.9
97
0 to -12" F
8
Gridline G-5
3065
9.5
107.5
96
0 to -12" F
* 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 ��, ASTM D-2922 F,_ ASTM D-2167
ASTM D-1556
TECHNICIAN: SM
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE
OPTIMUM
ASTM MAX.
GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. MOISTURE
TEST METHOD DENSITY
PSSG = STABILIZED SUBGRADE
PB = PAVEMENT BASE
CONTENT
RS = ROADWAY
NSSG = NON STABILIZED SUBGRADE
3065 D1557 111.7 PCF 10.1 %
SBP= SOIL BELOW PAVEMENT
TOP = TOP OF PIPE
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
-Lev. /i��
,F s
rG. Andersen, P.E.
a J`la. RtWN(5i9W
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CO1Et DUWIIL PROPERTY OFCLIENTS AND A�01C RWATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS.RE �D PENLLCICDyA�/� prEN APPAf ,Lr
a�f, IF�� C V1•
o
co
0 oNA�.�
vireo
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
FIELD DENSITY TEST REPORT
PROJECT: FPL Solar Interstate Education/Operation Center
FILE NO: 20-148
St. Lucie County, FL
REPORT NO: 16
REPORTED TO: Curington Contracting
CC:
DATE OF TEST(S): 06/25/2020 PAGE NO.:
1 OF 1
TEST NO.
Elevator Pit Footing
MDR
NO.
MOISTURE
CONTENT (%)
DRY
DENSITY
(PCF)
PERCENT
COMPACTION
DEPTH
LOCATION
1
Center of Pit Footing
3065
9.5
108.1
97
0 to -12" F
* 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: ASTM D-2937 Cv ASTM D-2922 r ASTM D-2167
' ASTM D-1556
TECHNICIAN: SM REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE
ASTM MAX. OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. TEST METHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE
CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE
3065 D1557 111.7 PCF 10.1 % SBP= SOIL BELOW PAVEMENT
TOP = TOP OF PIPE
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
ANX1111(�I1
GE �
r
•�kP i
•m
—Pe r ^. Andersen, P. ; Z _
�. }Reg. No. 57W//''��CC
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENI'� � RTYsrC�L.11EFhSATID AUTFjyif TI4
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESEF�iCP 13V R WRITTEN APPRjYt/Yt/(�(/
tPS,ORID P-•C�.���1ie�