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Oando Sebastian, FL. 32958 � � �� AND TESTING Phone: 772589 0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 16, 2021 KSM JOB #: 212904-1d/CF/bm
PERMIT#: 2012-0677 NUC# 234
CONTRACTOR: Wynne Development Corporation Nuc Model: MC -DR
JOB LOCATION: 21 Grande Vista Way Nuc Serial #: MD60308234
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 East 0" -12" 50+ 107.0 108.7 98.4%
2 South 108.5 99.8%
3 Center 107.4 98.8%
4 West 108.0 99.4%
5 North 106.9 98.3%
Soil Description:
110.0 I
Brown Sand W I
E
In Place Moisture: I 109.0 �••—•I_„—,(—„—I.—„—I„—„ I„—,•_
7.3% G
H I I I I I
Proctor Optimum Moisture: T I
12.0% 108.0 .._.1—..—.I ..-1._.. _.. y.._.._
Proctor Max. Dry Density: P.C.F. P I I I I I I
108.7 C 107.0
@ Test Locations the Density & I
Penetrometer readings indicate the F
Degree of Compaction Meets 106.0 �— — — — I — • — J — —i — — —
Minimum Requirement D I I I I I I
for Staked Foundation R 105.0
I I I I I
R `kplE' tfi lV9t4T, tted: Y 9 10 11 12 13 14 15
♦♦ ♦ 0..E..Dgti �i�� Moisture - % of Dry Weight
'
�♦ y F'' IGENS �: Digitally
'ft� signed by
No. 87439 Bryan E Dahlke Disclaimer: Contractor is responsible to maintain the tested area
Date: in, the condition that KSM completed the indicated passed
„a �_'•• _ 2021.04.1.9 Compaction test. KSM is not responsible if the tested area has
�0 STATE OF !(-� 11:12:13-04'00' been altered from the approved inspected condition.
jet( '.FGOR1Dp'.•' ���
QNAL E?♦♦♦.
BryaPtl1)00, P.E. V.P. of Engineering
PE # 81439 4/19/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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