Loading...
HomeMy WebLinkAboutCompaction Test Headquarters `j I%%' ' ' ES RIW ., Mailing 1� ;�" [NGIK E-11345 U S Highway.1, PO Box 7$ 13T7` v Sebastian, FL'.329$8 ;Sebasti, -TING an, FL. 32978` Orlando - Phone:77z,90 0712 723 Progress WayS®IL'COMPAC'TION REPORT C A#5fi93`: Sanford, FL. ,32771 ASTM D•15,57 and;ASTM D+.6'938` KSIVlengineenngTnet: DATE-TESTEDs- March_11,<2020 KSMJOB*: :2012021d/MH'jo. PERMIT.#: 2tJ010635 NUC# :.630 `CONTRACTOR:. -Wynn64uliders; 5 F Nuc Model: MC-10R-P ,p 'JOB LOCATION;' 9 Tosca. Nuc Seriaf#: .30630.. Country-Club Village Fbrt Pierce, Florida ITEM TESTED. ._ Compacted Foundation_Fill TEST LOCATION PEN DR,Y MAX DRY' PERCENT' OF SAMPLE DEPTH READ DENSITY. PROCTOR VALUE(P.CF) COMPACTION 0"-12" 50 105.9 110.9 95.5% 2: S.W. "' 106:3` 95.:9% -3. Center 107.5 "96-9% 4.. N.E., 108.1. 9.75% 5 WW,. " '! 107.1. 96.6% Soil Description: 112.0 Beowri Sand with traces.of E Shell.Fragments In.Place-Moisture: G 3.1% Fl. T Proctor Optimum Moisture: 110:0 — i— — —( — •1 — i 12 0% P .Proctor Max.Diy Density:P.C.F. C- 109.0 F @,Test Locations the Density& ' Penetrometer readings indicate the "108.0 Degree of Compaction Meet. D Minimum Required R Y for:Staked Foundation 107.0. 9 10 11" 12 1314 '15. Respectfully Submitted: Moisture-%of Dry Weight Disclaimer: Contractor is responsible to maintain �• �;•'�.10EhPg� •��,�% the tested area in the condition that KSM 10 e 10 completed the indicated- assed compaction test. 6$ :. KSM is not responsible if the tested area has been • altered from the approved inspected condition. • • �a PE#68 0:,- 3/12/2020 Email-to: St Lucie Building Department Proudly.Serying,Fiorida_since 1990