HomeMy WebLinkAbout216202-1d Compaction signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
II0.101111i l
Tll C 1 t ENGINEERING
Z%IZPAVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
August 9, 2021
17dd111111 !
Wynne Development
83 Las Casitas
Spanish Lakes Country Club,
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 216202-1d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED:
Compacted Foundation Fill for House Pad
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.E.
0" - 12" 45
108.0 109.0
99.1%
2 S.W.
45
107.5
98.6%
3 Center
45
107.3
98.4%
4 N.W.
50
108.4
99.4%
5 N.E.
50
108.1
99.2%
Soil Description: 110.0 1
Brown Sand with Traces w I I I I I I I I
of Shell Fragments E I I I I I I I
In Place Moisture: I I I I I I
11.4% H
T 108.0
Proctor Optimum Moisture:
12.0% I I I I I
Proctor Max. Dry Density: P.C.F. P 107.0 T— I I I I I I I
109.0 C I I I I I I I
106.0 -- --1--L —1 L_--1 —1--
@ Test Locations the Density & F 1 I I I I I I
Penetrometer readings indicate the 1 I I I I I I I
Degree of Compaction Meets 105.0
Minimum Requirement D I I I I I I I
for Staked Foundation `�t11111fi1f��' R 104.0—--!--—--—--!--,
Respectfully Submitted: `\\��v AXE KeL4 ��i�i Y 7 8 9 10 11 12 13 14 15
Digitally �v.•��oENSE.4P,p Moisture - %of Dry Weight
signed by_;
Julie Kelle'F No. 68366 _Disclaimer: Contractor is responsible to maintain the tested area
::in the condition that KSM completed the indicated passed
.,fh Date: _
compaction test. KSM is not responsible if the tested area has
2021.08.1 STATE of At been altered from the approved inspected condition.
10:56:44 0�2�`
-04'00'
Julie E. Keller, P.E. President
PE # 68366 8/10/2021
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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