HomeMy WebLinkAboutFIELD DENSITY TEST REPORT_s ANDERSEN ANDRE CONSI....-[1NG ENGINEERS, INC.
834 SW Swan Avenue
Port St. Lucie, Florida 34983
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By Phone: 772-807-9191 Fax: 772-807-9192
www.aaceinc.com
FIELD DENSITY TEST REPORT
PROJECT: 120 Berger Road
I
FILE NO: 18-147
St. Lucie County, FL
RECEIVED SPORT NO: 1
REPORTED TO: Environmental Land Development,
Inc.
OCT 12 2018
CC:
St. Lucie County, Permitting
DATE OF TEST(S): 4/5/2018
PAGE NO.: 1 OF 1
MDR
MOISTURE
DRY
PERCENT
DEPTH
TEST NO.
Pad Fill
NO.
CONTENT %
DENSITY
COMPACTION
LOCATION
1
TN & 17'E of SWC of Pad
2600
9.3
109.0
96
+3' to +2' FS
2
TN & 17'E of SWC of Pad
2600
10.6
110.2
97
+2' to +1' FS
3
TN & 1 TE of SWC of Pad
2600
11.0
110.8
98
+1' to 0 FS
4
26'N & 22'E of SWC of Pad
2600
8.7
109.8
97
+3' to +2' FS
5
26'N & 22'E of SWC of Pad
2600
11.1
110.8
98
+2' to +1' FS
6
26'N & 22'E of SWC of Pad
2600
11.4
110.5
97
+1' to 0 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: ASTM D-2937 r ASTM D-2922 1- ASTM D-2167 ASTM D-1556
TECHNICIAN: RL
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F =SOIL DIRECTLY BELOW FOOTING FS =FLOOR SLAB SUBGRADE
OPTIMUM
GA = SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION
ASTM
MDR NO. MOISTURE
PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE
TEST METHOD DENS TY
CONTENT
RS = ROADWAY NSSG = NON STABILIZED SUBGRADE
2600 #N/A 113.6 PCF 1.4 %
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 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.
ANDEF " I.-N ANDRE C0NSULTIh1'-`= 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: 120 Berger Road FILE NO: 18-147
St. Lucie County, FL REPORT NO: 1
REPORTED TO: Environmental Land Development, Inc.
CC:
'
SUMMARY OF TEST RESULTS
TEST METHOD:
(STANDARD) (MODIFIED)
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MAXIMUM DRY—im
OPTIMUM WATER
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SAMPLE NO: 2600
SAMPLE LOCATION: Composite Sample, Pad Fill
DESCRIPTION: Tan to brown fine sand with clay nodules
DATE SAMPLED: 4/5/2018 BY: RL
DATE TESTED: 4/11/2018 BY: SM
Peter G. Ander§en,'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.