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HomeMy WebLinkAbout202838-1pd40 He7dgTFarters 11345 U.S. Highway 1 *Sebastian, FL. 3295840 ,Orlando 723 Progress Way OSaiord, FLO32771• DATE TESTED: CTIR. J B LOCATION: P.O. # : • ITEM TESTED •M10 %A& ENGINEERING PO Box 78-1T• 4AN AVL AND TESTING sastian, FL. 329780 hone: 772-589-071249 SOIL COMPACTION REPORT C.A.# 5693 • ASTM D 1557 and ASTM D 6938 • KS engineering.net• June 25, 2020 KSM JOB # : 202838-1 d/MH o orizon oo s PE 2 06-0093 5409 Stately Oaks Street Fort11MM Flo= Slam • Pool Backfill Compaction • NUC # 0528 Nuc Model: •MC-IDR-P NNSerial #: MD049528 ip �EF DEPTH* OPEN* •*DRY* • VALUE* PERCENT OE LOCATION' EA DENSITY PROCTOR COMPACTION 1 West Side - • V-16 2 — V-2je 3 2'-3: 4 • 3'-4' 5 North End 0'-1' • 6 V-2• 7 2'-3r • 8 3'-4r 9 Ea t S e • 0'-110 10 V-210 11 2'-34 12 3'-40 Soil Description: Light Brown Sand* 4. °o Pr to O timum Moistur 12.0% Proctor Max. D Densit : P.C.F. 110.4 @ Test Locations the Density & Penetrometer reading indicate t e Degree of Cq#paction meets* Minim ur 8gfjyyrement fo:"o)l�d 50 106.2 110.4 • • 96.2% - 50 �- • " 95.0% + 50 - 0 95.0% + 50 • " •1T4 95.0% + 50 107.0 96.9% 50 95.0% 50 - 95.0% 50 - 95.0% 50 1 6.8 10.4 96.7'/*. • 50 95.0% + 50 - 95.0% + 50 - 95.0% + 40 112.0 , 0I •E I •I I• 1 110 1 G 111.0_.1-.._.I._.._I._.._I.._..�.._.._ •H • 1 01 10 I A T D_ •I I• 1 �I• I • R110.0 t-•._- • P Y• 1 •C 109.0—.._.1_.. 1._.._I._.._I.._. �.._.._ 1 •I 1• I Wo • OF I • • I• • I • •I• I • 1001001M !a* 107.0_.�_.._.;._.._�._.._;.._...._..� Mi9• 60 11 ,12,•130 140 015 W Moisture - % of Dry Weight am Disc aimer: Contractor is responsi le• maintain the pool backfill in the condition that KSM completed the indicated passed compaction test. •KSM is not responsible if the poolbackfill has been altered from the approved inspected con:• ion. 81439 6/26/2020 St Luc "g Depa; horizonpools.sandy@gmail.com Proudl Serving Florida since 1990