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11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 E AVAm AND TEST Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress.Way 'SOIL COMPACTION REPORT C.A.#5693
I� 'Sanford, FL. 32771 ASTM D.1557 and ASTM D 6938 'KSMengineering.net
i
DATE'TESTED: March'23, 2020 KSM'JOB#: 201072-2d/MH/jo
PERMIT#: 2002-0032 NUC# 630
CONTRACTOR: Dave Golden Homes Nuc Model: MC-10R-P
JOB LOCATION: 1RO01 Wagonwheel Lane Nuc Serial#: 30630
Port St Lucie, Florida
ITEMiTESTED: Compacted Foundation Fill-3rd and Final.Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.E. 2V -36" 50 109.7 111.0 98.8%
2. Center 50 108.3 ff97.6%
3. N:W. 50 108.7 it97.9%
4. S.E. 36" -48" 50 106.3 it95.8%
5. Center 50 107.6 it96.9%
6. N.W. 50, 108.4 97.7%
Soil Description:
Brown Sand 112.0
W I
In Place Moisture: E I I I I I I
6.7% ; I
G 111.0 —I
H. ..._.I._.. H.._ _.L_..�.._...
Proctor Optimum Moisture: T I I I I I
11.0%
P
Proctor Max.'DrY Density:: P.C.F. 110.0 ••—. —
. �
111.0i C I I I I I
� I I
Test Locations I
@ ns the e D e,nsity-&
Penetrometer.readings indicate the F 109.0 4—
I I I I I
Degree of Compaction Meets
Minimum Required D I
for Unstaked Foundation R108.0
Respectfully Submitted:
8 9 10 ,11 12 13 14
a ogo!apapeeececaQooO� Moisture %of Dry Weight
Disclaimer: Contractor is responsible to maintain
E� the tested area in the condition that KSM
completed the indicated passed compaction test,
°
KSM is not responsible if the tested area has been
'STt,TF ���`�,, altered from the approved inspected condition.
J •°° ...fir. � 1
P'r
PE 66:' 8/24/2020
Email1o: St Lucie Building Department; dave@davegoldenhomes.com
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