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
PROJECT: Parcel I.D. 4203-231-0002-000-9
FILE NO: 20-276
Carlton Rd., St. Lucie County
REPORT NO: 1
REPORTED TO: Mr. Pete Debus
DATE OF TEST(S): 10/30/2020 PAGE NO:
1 OF 1
TEST NO.
Debus Residence, Carlton Road House Pad (Top 12" Lift)
MDR
MOISTURE
DENSITY
DRY
PERCENT
DEPTH
NO.
CONTENT (%)
(NSI
COMPACTION
LOCATION
1
4'E and 6'S from the NW corner of pad
4115
6.9
111.3
97
0 to -12" FS
2
9'E and 16'N of SW corner of pad
4115
6.1
108.5
95
0 to -12" FS
3
TW and TN of SE corner of pad
4115
8A
108.9
95
0 to -12" FS
4
9'W and TS of NE corner of pad
4115
8.6
109.7
96
0 to -12" FS
5
Center of pad
4115
7.5
109.5
96
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: 7 ASTM D-2937 ASTM D-6938 f- ASTM D-2167
ASTM D-1556
TECHNICIAN: KJ REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW FOOTING
FS = FLOOR SLAB SUBGRADE
ASTOPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
MDR NO. TEST METIHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE
PB = PAVEMENT BASE
CONTENT RS = ROADWAY
NSSG = NON STABILIZED SUBGRADE
4115 D1557 114.6 PCF 9.8 % SBP = SOIL BELOW PAVEMENT
TOP = TOP OF PIPE
BOP = BOTTOM OF PIPE
BOS = BOTTOM OF STRUCTURE
OTHER:
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AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL Pf�pPE 1t?F CLIENYRIZAT14AI gam..
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PE�D�1,R W�N.ND
RITTEN APPROVAL. 0 `-'►
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ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue
Port St. Lucie, Florida 34983
A Phone: 772-807-9191 Fax: 772-807-9192
www.aaceinc.com
MOISTURE -DENSITY RELATIONSHIPS
PROJECT: Parcel I.D. 4203-231-0002-000-9 FILE NO: 20-276
Carlton Rd., St. Lucie County REPORT NO: 1
REPORTED TO: Mr. Pete Debus
CC:
PERMIT NO:
125
_ 120
O
O
LL
V
m 115
U
0:
w
a
SUMMARY OF TEST RESULTS
TEST METHOD:
ASTM D-698 ASTM D-1557
(STANDARD)►+' (MODIFIED)
MAXIMUM DRY DENSITY
(lbs/ft3):
114.6
OPTIMUM WATER
CONTENT (%):
9'8
REMARKS:
110
O
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
a
H
m
O 105
2.65
2.70
2.75
IL
Z
100
95
0 5 10 15 20 25 30 35
MOISTURE CONTENT (PERCENT OF DRY WEIGHT)
SAMPLE NO: 4115
DESCRIPTION: Brown to
SAMPLE LOCATION: Composite sample, house pad fill
,yey to clayey fine sand w/traces of shell and rock,%,04M U////,/,,
DATE SAMPLED: 10/30/2020 BY: SM \�PJ`O , e _'YVO,�j
DATE TESTED: 11/3/2020 BY: RL
_'David P. r(r.E.
*.:Reg. No. 53069�—
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAI.BR E TY OF ��.�F ,,SSqqA�@AUTHQQ
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVEtY� &)BING OUF��M1lpPROVaU�