HomeMy WebLinkAboutCompaction reportea guar ers
11345 U.S. Highway 1
Sebastian, FL. 3295818
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JO?LOCATIOIP
• ••
ITEM TESTED:
ZFai iWng
77
• PO Box 78-13
A�•VLANq,TESTING Peonetl772 589-0712
SOIL COMPACTION REPORTe �C.A.# 5693
ASTM D 1557 and ASTM D 6938 •KSMengineering.net
Jul 2y 8, 2020
20062006-0114
Adams Homes
8612 erano ve ue
Lot 35, Watersto f
t P ce, 6or40
Compacted Foundation Fil
•
KSM JOB #:
203483-1d DJ o
NUC #V
404
Nuc Model:
AMC-1 Elite
Nuc eria .
31404
LOCATION
QjTESOF
PEN
•READ
DRY
MAX. DRY PERCENT
PTH�
SAE
DNS •
PROCTOR R VALUE (P.C.F) COMPACTION
1. N.We 0 — 0" - 12"•
108.6
- 112.9 _ 096.2% _
" 2. N.E.
�0+
"
110.4
"� 97.8%
3. Center
4. S.E. 0
5. S.W•
Sobil Description: •
Tan Sand with Clay
16d
Shell Fragments
In Piace Moisture:
14.60�
Proctor Optimum Moisture:
11.0%
Proctor Max. Dr Densit : P.C.F.
112.9—
@ Test Locations the Density N
Penetrometer readings indicae
Degree of Co paction Meets
Minimum Requirement
for Staked Foundation
110.1
109.7
111.3
T •1•
0112.0 1—
P "is
C•111.•,- •
97.5%
97.2%
98.6%
1 01
1
I0 1 0I
I0
i •i• 1 • 01 •
1 •
._. _...—.._..—.._.._.._.._...
• I z� i I
I •
I& I Ahl a
'is 1 •I• I �I
110.0 i _.1_.._.1._.._r._..�.._..
*I 10
0120 13 �14
�`�\`1111tY�
``����� •,,� • �''�, J MoI. Dry Weight
EN e� D� isclaimer: Contractor is responsible to maintain
.' o+ •` •the tested area ini he� ondition that KSM
W= completed the indicated passed compaction test.
W;4jKSM is not responsible i6the tested area has been
?C' inspected condition.Oaltered from the appro
/ON PA-
Bryan'P.E.
V.P. of Engineering$ —
PE# 81439 7/29/2020�
Email to: St Lucie Bui ing Department; rick.johnson@adamshomes.com
Y109.0
Ah
I I I
Res ectfu11 Submitt 8• 9 •10 11•
Proudly Serving Florida since 1990