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723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
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DATE TESTED: February 13, 2020 KSM JOB#: 200723-1d/MH/jo
PERMIT#: 1� 5d a RECEIVED NUC# 630
CONTRACTOR: Habitat for Humani y MAR 1 2020 Nuc Model: MC-10R-P
JOB LOCATION: 7902 James Road Nuc Serial#: 30630
Fort Pierce, Florida ST. Lucie County, Permitting
ITEM TESTED: Compacted Foundation Fill -1st&2nd Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
—1. .N.W-._"_--.< - ------0 _.12"---- -50- _----.-107.3 - - - - 110.1.--=-- -- - -97.5%
2. Center 50 108.0 98.1%
3. S.E. 50 106.4 96.6%
4. N.W. 12" -24" 50 105.3 95.6%
5. Center 50 107.1 97.3%
5. S.E. 50 106.2 96.5%
Soil Description: W 112.0 1 I I I I I
Brown Sand E I I I I I I
In Place Moisture: I I I I I I I
9.3% G 111.0 ,—..— ,—..—.. —..—. —..—. .—..� .—.._
H I I I I I I
Proctor Optimum Moisture: T I I I I I I
12.0% �..—.J—....I._ —I..—..�.
110.0 •—••
P
Proctor Max. Dry Density: P.C.F.
I I I I I I I
110.1 C
109.0
F
@ Test Locations the Density&
Penetrometer readings indicate the
I I I I I I
Degree of Compaction Meets 108.0 I I — I ....
I .........
Minimum Required R
for Unstaked Foundation I I I I I I I
Y '
%J1111111111
107.0
Re 11
—..—. —..—.I.—..—�.—..—I..—..�..—..�.
� � mod: 9 10 11 12 13 14 15
Moisture-%of Dry Weight
NQ, _ Disclaimer: Contractor is responsible to maintain
U= the tested area in the condition that KSM
10 -�X ®. - ` completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
an E. Dahlke, P.E.
V.P. of Engineering
PE#81439 2/14/2020
Email to: joseph@stiuciehabitat.org
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