HomeMy WebLinkAboutCompaction Test Headquarters C GIN't
Tp Mailing
DC�l, PO Bax 78 1377
1w
Sebastian,-FL. 328.58 Orlando
4V&AND TESTING
S 2one 77 F� L:6 3-
2978:
0712
723'Progress Way SOILCOMPACTION REPORT C.A.#5693"
Sanford, FL. `32771 -ASTM D 1557 and ASTM D 6938, K$fVlengineenng:net
DATE TESTED:' March 11, 2020. KSMJOBAi. 2012044d/Mh/jo.
PERMIT#:. 2002=0026 NUC# 630'
°a-3
,CONTRACTOR:; Adams Homes 5 Nuc Model: MC-10R=P
JOB LOCATION:; 8604 Merano.Avenup Nuc Serial M. 30630
Lot 37,Waterstone
Fort Pierce, Florida
ITEM TESTED:= Compacted Foundation Fill
'TEST LOCATION PEN DRY MAX.DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE"(P:C.F) COMPACTION_
1.: .N.1N. 0"- 12" `50 111.17 115.5 �96.7%
2: N.E. " "" 113.4. " `98.2%
3:. Center " " 112.7 " 97.6%
4- S.W. " 114:5 "` -99.1%
5:. S.E. " 112.2 It97.1%
Soil Description: 1:17.0 .-
w
Brown-Claved.Sand,with,, E
Shell'Fragments I IS 1 I I I I
In,Place Moisture: 116.0 I— — .�— I.— —� — •—• —
4.7/o H: I I
T
Proctor Optimum Moisture: 115,0 1— _A
11.0% i' 1 I'
Proctor Max.;Dry`'Density:V.C.F. C
'115.5 114.0 ' -4— : ;l,.♦.-....�
;F } I I I t !
@ Test Locations the Density'&,
Penetrometer`readings indicate the 113:U — —r•— -y _ fi=
Degree of Compaction Meets. R
Minimum Required y
for Staked Foundation 112.0 �•- — ;— — —� — —;••— T — ;
8 9 10 11 12, 13, 14
Respectfully Submitted:
`/�11911IIi0/fe®
{'h, Moisture-%,of Dry Weight
I)NO++ � .••�10Ei'alIse% ;IP Disclaimer:.Contractor is responslble'to maintain
No. 68366
the tested area in the condition that. KSM
,,.�.. completed the indicated passed compaction test.
}'1 T
i'(SM is not responsible if the tested area-has been
• altered from the approved inspected condition.
• e-
o�'
President '
68366 3/12/26io,
Email to: StLu6h,e7 Building-Department rjohrtson@adamshornes.com;,ceo2459@grnaii.com
.Protadly Serving Florida since 1990