HomeMy WebLinkAboutcompaction testHeadquarters it C Sk t ENGINEERING PO Box 78-1'377
ling
Sbastia11345 U.S. Highway 1
Orlando n, FL. 32958 Sebastian, FL. 32978
A% 17 jV& AND TESTING Phone: 772-5890712
723 Progress Way C.A.# 5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: October 2, 2020 KSM JOB #: 204878-id/DJ/jo
PERMIT #: 20070726 NUC # 404
CONTRACTOR: Wynne Development Nuc Model: MC-1 Elite
JOB LOCATION: 14120 Cisne Circle Nuc Serial #: 31404
Spanish Lakes Fairways
Fort Pierce, 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. N.W. 0" - 12" 40+ 107.4 110.0 97.6%
2. N.E. IF 38 105.8 96.2%
3. Center " 40+ 107.0 97.3%
4. S.E. " 35 105.1 95.5%
5. S.W. " 40+ 108.2 98.4%
Soil Description: 111.0
Tan & Brown Sand with w
traces of Shell Fragments I I I I I I I
In Place Moisture: G
15.8/ H 110.0.._.1_.._.I._.. _..J.._..1.._...
I I I I I
T 1
Proctor Optimum Moisture: I I I I
12.0 % P
109.0
Proctor Max. Dry Density: P.C.F. C I ) I 1 —I T
110.0 I I I I I
@ Test Locations the Density &
0 ' _.J.._..1
Penetrometer readings indicate the 108.r I._.._l._...._---
I I I I I
Degree of Compaction Meets D I -
Minimum Requirement Y I I I I I I
for Staked Foundation 107.0
I I —I I I
RespjFjfjyIly jt0mitted: 9 10 11 12 13 14 15
\\, N E 04
�`� Moisture - %of Dry Weight
Digitally signed
Disclaimer: Contractor is responsible to maintain
No. s143s — ~°�° °tt,�p^W-°°°° by Bryan E
�i�`a a^°°E;D.FIF ^°° °." s the tested area in the condition that KSM
Dahlke
IF,completed the indicated passed compaction test.
Date: KSM is not responsible if the tested area has been
0 '. STATE OF /4- P 2020.10.05
;� FCORID�'.. ��altered from the approved inspected condition.
i,��s+.91 ..AI •�aG`` 09:35:06 04'00'
Bryan 9.j1461ilk�, P.E.
V.P. of Engineering
PE # 81439 10/5/2020
Email to: St Lucie Building Department
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