HomeMy WebLinkAboutCompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:KSM JOB #:200778-2df/MH/jo
PERMIT #:NUC #630
CONTRACTOR:Adams Homes Nuc Model:MC-10R-P
JOB LOCATION:5811 Balsam Drive Nuc Serial #:30630
Fort Pierce, Florida
ITEM TESTED:Compacted Foundation Fill - 2nd Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.W.12" - 24"10 95.1 111.2 85.5%
2. N.W."15 95.2 "85.6%
3. Center "9 90.3 "81.2%
4. S.E."12 93.4 "84.0%
5. N.E."11 92.5 "83.2%
101.1 0.9
Soil Description:
Brown Sand with traces
of Shell Fragments
In Place Moisture:
16.7%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction DOESN’T MEET
Minimum Required
for Unstaked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 4/23/2020
Email to: joeandujar@yahoo.com; rjohnson@adamshomes.com
FAILED
Compaction test has FAILED.It is the
responsibility of the contractor to evaluate the
current condition of the tested area and take
necessary actions to compact the tested area
further and contact KSM for a follow up
compaction test.
Proudly Serving Florida since 1990
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 22, 2020
108.0
109.0
110.0
111.0
112.0
113.0
8 9 10 11 12 13 14
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight