HomeMy WebLinkAboutCompaction - signedHeadquarters1345 U.S. Highway 1 tl CV 1 t ENGINEERING PO Box 78-113777
Orlando Sebastian, FL.32958 Sebastian, FL. 3297
I % 17 &VL AND TESTING Phone: 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 KS Meng ineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: January 11, 2021 KSM JOB If: 210279-1d/CH/ct
PERMIT#: 20110561 NUC# 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 37 Mariposa Lane Nuc Serial If: 3417
Spanish Lakes 1
Port St Lucie, 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.W. 0" - 12" 50 110.4 111.7 98.8%
2. Center 50 111.3 99.6%
3. N.E. 50 110.0 98.5%
I I
Soil Description: W 113.0 - I
Brown Sand with E I I I
Some Clay G 112.0 L.._.�_.._ �._.._�.._.. �.._.. .._...
In Place Moisture: I I I
H
11.9% T
Proctor Optimum Moisture: P
111.0 }.._.1_.._.I _.._I.._.. .._..1.._...
13.0% I I
C
Proctor Max. Dry Density: P.C.F. 110.0-
111.7 F j I I
@ Test Locations the Density &
— _. _: _..
Penetrometer readings indicate the p 109.0 I 1 I' I' 1' T'._---
Degree of Compaction Meets R
Minimum Requirement y
for Staked Foundation 108.0
10 11 12 13 14 15 16
ResK`Roftlll j 9M9itted:
1i
E..�qy� /i1�i Digitally Moisture - % of Dry Weight
Q'• •' ,,tCENS�c'•. �• signed by
Disclaimer: Contractor is responsible to maintain
No. 81439 _ Bryan E
the tested area in the condition that KSM
" Dahlke •p completed the indicated passed compaction test.
��
-�Q STATE OF ((/�� �� Date' KSM is not responsible if the tested area has been
''F�ORID�:•' �: 2021.01.12 altered from the approved inspected condition.
16:22:18
i��'I1NAL t`P�x�
Bryan E. Da%'e .E.-05'00'
V.P. of Engineering
PE # 81439 1/12/2021
Email to: St Lucie Building Department
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