HomeMy WebLinkAboutCompaction Testa ua ers � �� ai in
11345 U.S. Highway 1 �I 1 I'1. C. �{ 1� I • PO Box 78-1377
• Sebastian, FL. 329580 • (` ` Sebastian, FL. 3297A
•{
• Orlando h ) hone: 772-589-07120
723 Progress Way SOIL COMPACTION REPORT• C.A.# 5693
*Sanford, F10327710 ASTM D 1557 and ASTM D 6938 SMengineering.net
PDATE TESTED: June 26, 2020 KSM JOB #: 202873-1d DJ/jo
ERMIT #: 2005-0155 NUC # 404
11=11� • •
CONTRACTOR: Adams Homes Nuc Mo e : MC-1 Elite
•JOB LOCATIOP 8704 Merano venue N! AIRa #: 4131404
Lot 32-1, aterstone
• � PAC Flo rid
ITEM TESTED: Compacted Foundation Fil�
%EST LOCATION'
DEPTH PEN 0 DRY - MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 90" - 12" • 940+ 109.20 111.5 097.9% •
2. N.W. " 107.5 "• ,96.4%
3. Center i 108.3 97.1%
4. N.E. • 108.8 097.6%
• 5. S.E. "• 107.6 096.5%
• S•l Description•
Ta Sand with trof
• CI#and Shell Fragm n s
• In Place Moisture:
dh 8.7°0
Proctor Optimum Moisture:
11.0%
Proctor Max. Dr Density: P.C.F.
111.5
@ Test Locations the Density &
Penetrometer readings indicate t e
Degree of Co paction Meets
Minimu Requirement
for Stak# Foundation
!ss;eccttfully Submitted:
40113.0 - I I• I �I
E I I I
••I •I• I •I• I •
G 112.0 I—.._.i_.._.i._.._i._..ii .. i .._...
T • 1 101 • , •I•
C I••�16. ••I I •
�110.0 1._.._4._..�.. �.._---
F �� �I, I •,I,
I• I ale
109.0 i _...
•R
Y 001 Ole •10 1• I•
0108.0.._.;_.._.,._.._r._..�.._..T.._..,
8, �9 10 011� 12 13� 14
M saw
.z` pie • ois ure - % of Dry Weight •
•,�N��'�� Disclaimer: Contractor is responsible to main
• th tested area in he conditio that KSM
, W - corrTpleted the indicat d passed compaction test.
'.� '. 1� Z� KSM is not responsible if the tested area has bed
,. •�(?�� df t p v rns ct co ditio
LOB
Bryan E: bAhhae)P`�':
V.P. of Engineering
PE # 81439 illff%= 96/29 -
• Email to: St Lucie Building Department; rick.johnson@adamshomes.com
0 Proudly Serving Florida since 1990