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11345 U.S. Highway 1 tl C- 1 t ENGINEERING PO Box 78-1377
Oando Sebastian, FL. 32958 � 17 LVL AND TESTING Phoae: 772589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineenng.net
DATE TESTED: July 21, 2020 KSM JOB #: 203348-1d/MH/ct
PERMIT #: 2005-0394 NUC # 630
CONTRACTOR: Wynne Development Nuc Model: MC-IDR-P
JOB LOCATION: 14440 Dalia Avenue Nuc Serial #: 30630
Spanish Lakes Fairways
Ft. 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. N.W. 0" - 12" 50 110.3 111.7 98.7%
2. N.E. 50 109.4 " 97.9%
3. Center 50 108.6 " 97.2%
4. S.W. 50 108.3 " 97.0%
5. S.E. 50 109.1 " 97.7%
Soil Description: 113.0 1 1 1 1 1 1
Brown Sand with E
E I I I I I I
Shell Fragments I
In Place Moisture: G 112.0 I — I — —I — —
I I I I I
9'0% H I I I I I I
T
Proctor Optimum Moisture: 111.0 �•-1—•—1 —�— ••—•a—-
11.0% P I I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I I
111.7 110.0..—.�— .—�.—..�..—..�.. .1—..—.
F
@ Test Locations the Density &
I I I I
Penetrometer readings indicate the
g D 109.0 I I I I I I
Degree of Compaction Meets R
Minimum Requirement Y I I I I I I
for Staked Foundation 108.0 — I——1--..-4..--—••—•;—••—,
R`\pRytlfl.4NPup mitted: 8 9 10 11 12 13 14
PE.DA ���.,� Digitally
"GENS ti Moisture - % of Dry Weight
mQ' �� F ''?� signed by
Disclaimer: Contractor is responsible to maintain
Na.81439 _ Bryan E the tested area in the condition that KSM
= * 1 * �nngryan[.-1 PE FL 311s
0 1` M Dahlke completed the indicated passed compaction test.
iA0 STATE OF •• ((��-"��",�..NR"�= KSM is not responsible if the tested area has been
Date:
'•F�ORIDp.•• �.� =w� altered from the approved inspected condition.
`(���� 2020.07.22
r101VAI. ,`�� 13:33:25
Bryan i`ke, P.E. 04 00
V.P. of Engineering
PE # 81439 7/22/2020
Email to: St Lucie Building Department
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