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11345 U.S. Highway 1 XP C 1 S ENGINEERING PO Box 78-1377
Sebastian, FL. 32958 � L3 j� AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-07120712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: September 15, 2020 KSM JOB #: 204510-1d/MH/ct
PERMIT#: 2007-0718 NUC# 630
CONTRACTOR: Wynne Development Nuc Model: MC-IDR-P
JOB LOCATION: 14385 Dalia Avenue Nuc Serial #: 30630
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0" - 12" 50 108.3 112.2 96.5%
2. S.W. 109.5 97.6%
3. Center 110.6 98.6%
4. N.E. 108.0 96.3%
5. N.W. 109.0 97.1%
Soil Description: 113.0
Brown Sand with W
E I I I I I I
Shell Fragments I I I I I I
In Place Moisture: G
H 112.0_l._ .J.._..1.._...
6.3% I I I I I
T
Proctor Optimum Moisture: I I I
11.0% P
111.0
Proctor Max. Dry Density: P.C.F. C I I 1 f 1 T
112.2 I I I I
F I I I I I
@ Test Locations the Density &
110.0 �..—.—..—.I._.._l.—..J.._..1..—...
Penetrometer readings indicate the I I I I
Degree of Compaction Meets D I
Minimum Requirement R I I I I I
for Staked Foundation 109.0
I I I I I
RekRe1tM1l{ t6W)Sted: 8 9 10 11 12 13 14
PNE D �i
.cEN Fy<Digitally Moisture - %of Dry Weight
Q' signed by
No. 8.1439 Disclaimer: Contractor is responsible to maintain
* -Vtt,, W th, ght�' Bryan E Dahlke the tested area in the condition that KSM
atl�"Ig fth.,IM, 7..,11110° Date: completed the indicated passed compaction test.
=? ttr:�.,'e ,....e . 2020.09.16 p
,0 STATE OF {(�... KSM is not responsible if the tested area has been
����t.'!c�ORIDP.•• �R.` altered from the approved inspected condition.
s v . 14:05:20
E0
�\��� -04'00'
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 9/16/2020
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