HomeMy WebLinkAboutInspection Docs (2)/COMPACTION TEST 11345 U.S. Highway 1 EAr �� EL All LnUMEERMU PO Box 78-1377
Orlando Sebastian, FL. 32958 ,�, �,G,r,L AND TESTING Sebastian, FL. 32978
Phone: 772 589-0712
723 Progress Way C.A.#5693
Sanford, FL. 3.2771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: November 30, 2020 KSM JOB#: 206068-1d/CF/ct
PERMIT#: 1912-0472 NUC# 234
CONTRACTOR: Upstate Builders Nuc Model: MC-DR
JOB LOCATION: 123 Queen Fredericka Court Nuc Serial#: MD60308234
Ft. 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. South 0"-12" 50+ 108.3 111.6 97.0%
2. West If
" 108.8 97.5%
3. Center 109.5 98.1%
4. North 108.9 97.6%
5. East- 108.7 97.4%
Soil Description: W 113.0 i 1 1 1 I 1
Brown Sand E I I { I
I 112.0
In Place Moisture:
8.7% H 1 I I I
T {
Proctor Optimum Moisture: 111.0 1— • — �— — —••—�•— ••—
12.0% P
IlI IIlI
Proctor Max. Dry Density:P.C.F. C110.0
..—...
111.E F
@ Test Locations the Density&
Penetrometer readings indicate the p 109.0 i — I—••— I —• —t•— y — •t"—
Degree of Compaction Meets R I I 1 I
Minimum Requirement Y I I I I I
for Staked Foundation 108.0 4—
Respec"yl,YA,ubmitted: 9 10 11 12 13 14 15
.... , Digitally Moisture-%of Dry Weight
i
�Q';•''•vtGeN80''•.'�� signed by Disclaimer: Contractor is responsible to maintain
Bryan E
No. 87439 '7
r ihstmmha,been.,en,.nh,sgwdaW the tested area in the condition that KSM
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1�NAq,1. �� `` 10510051 DEC $ 2020
Bry�r�StB.IQP1►lllc�', �.E.
V.P.of Engineering Permitting Department
PE#81439 11/30/2020 St. Lucie County, FL
Email to: miallyupstate@bellsouth.net
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