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Home My WebLink AboutKSM Testing91/25./2016 10:13 772589aF9 KSM ENGINEERIN"— PAGE 01/03 l s KEU-ER. SC1~ILEK—II ER 8, 6`AacWILLIAM EF^ GiNEEBING AND TESTING., IMC. ►y1pARIFIN ('; r 2 ) 3,-,3 7 -77E, 5 R(). SOX 7 8-1 377, S BASTIAIN FL ti 29'18-13� 7 'S.F.SASTIAN (772.) 589-C712 N1FI..L)Q�IF�htsw t3:?f $ 765-8460 PA'J'A BEACH (501) i%45-744:7 �+t�ha�:U,k 3rr,�.r1r,�dticaLs�int?,ru�s ; T. i_LsCIE 177?,.) 9-2 a,TW, F.?lX (fiCr1) ;tdS.c,F,76;-r��fl: E �A(' 4G{f'JS�'IVrI1tC E�Intr�.(Hf."r FAX (T ij 3847�6+769 December 28. 2015 DiFrancesco Construction, Inc. Michael DiFrancesco 8840 Lonesome fine Trail Ft. Pierce, FL. 34945 Re; 2302 Grand Oak Avenue Fart Pierce, Florida Permit #: 15060555 KSM Proieat * 152334-2d Dear Michael: Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above referenced project. ��,ppdA7 d.Irae,aDe'+9�� i . S questions, please Peal free to call. � eatfull- �'r" "'* p V,^ • l�r�•��^r� JEKIct ar0, qa� ^4q1 �4 � GyN7.R':•a E-mail to, difranconstinc@aol.com Fax and Mail to: St_ Lucie County Building Department RECEIVED JAN 25 1016 &,� F,CryI��:IIu P;. lhr�liur, I?iM.: ,fir'%?Jll ; ! !_!r;. idra,: t?�iq ! J,�si;@ E. K(.,,l R5— W, )C 01/25/,2016 10:13 7725899-459 KSM ENGINEERIN(7',- PAGE 02/03 - C R ilri,�r �i'9LI`1A,K1�Q �, �^►' s 4N ANk-) TESTING, H-10. ;ti sI �, ids ^87-" 6 BOX S-1 a" SEBAS IAN FL 329 8-1 37d ;�af�,rsTrr`.s {� ,:�i �, �. ,"r�, P;�;�. B �. �^ _ ` rAeLrac,}FraE . SEAC-4.1 GS,) �:1 r'r'� 15 :vNnn.Y•;�+,�sn iittr rir�g•rlt�. ,) 22'n.97�J3 A, , r ',.,,,t' Fc, M�.ih °�uM;�s'Y ,31AEhl ih6[ f7l�t�-,d�T FAX !i� 94,5<7fig SOIL COMPACTION REPORT ASTM D 1657 and ASTM D 2922 DATE TESTED: December 23, 2015 KSM JOB #: 152334-2d/MH/ct PERMIT #_ 15060565 CONTI,ACTOR: DiFrancesco Construction JOB LOCATION: 2302 Grand Oak Avenue Fort Pierce, Florida MATERIAL: Brown Sand ITEM TESTED: Compacted Foundation Fill _ T7 i C?Ci�1TION - CiIPTH M016� - _ T PAN- - - DRY DENSITY MAX. C1RY- PROCTOR COMPACTION Ol- SAMPLE TURE READ . VALUE 1. West b" - 12 12.9 40 112.9 113.9 99.1 2, N.E. 40 112.E „ 98.9 38 109.6 96.2 3, Fast 4• Center of Pact 41 110.7 97.2 5. Center of Garage 39 110.5 97.0 i^ r,M�3ir! �.. K,t?lick;. R( ..:5'��•n,,/ hl i_ic. Nl ,: EGC Julie 5- Kr•_kf, RF.: 6835C 11 @,W25/2016 10:13 772589'7_A"1 KSM ENGINEERING.— . PAGE 03/03 dff,AV KE'LLE� :�C�ILEgCHER �°, Ma�:v4rIL LI:A,M ENGINEERING, AND EST1NG; INC,., ";I��RYN (7721 :337•77�-3 Ro. BOX 73-1377, SEBASTIAN, FL 3297P,,..1377 SEFAS- IAN (772! 58f1-0712 ti ,- ACC rof5l'� �i,�.�.,?t,;.y :!� ;F:;> >i ��:,rBnc .rent MELSIO .jHNE, i321J 768,8488 =:1Ls!Ai 1 F f >n; a r.la �i� C ttc. , a !'°r�.ii iv;^•1 �r�7;j.;�t,'%I f-i1A:;till:J'�Slwlrr,{4.'">"d(E�hft::ilh7EC:J��l1u'C,'a.N1=T _ .1,415..4E(%7!) 229-:?O,a;? FAQ: (772) 5?9-5A-f5U MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: December 23, 2015 KSM JOB #: 152334-2p PERMIT #: 15060565 CONTRACTOR: DiFrancesco Construction Inc. JOB LOCATION: 2302 Grand Oak Avenue Fort Pierce, Florida l Soil Description: Brown Sand Max. Dry Density: 113.9 P.C.F. Optimum Moisture, 11.4 Percent Julie E. Keller, P.E. President i�°��rc�lcl r, I�r,•;Il�,r, !-'fw,., ', ��t:� 1 >° 6•i�:. hlc�,:t(7 / ..ladies Ic_, K,r-;i6�c F;F;,: F3�-��;iC;+Fi 10/29/2015� 12:24 7725896469 KSM ENGINEERING PAGE 01/06 Tdr CA 1, 9 "lJ ILYL KELLIER, SCHLEICHER & MacWILL.IAM ENGINEERING AND TESTING, INC. MARTIN (772) 3$7-7755 P.O. BOX 78-1377, SESASTIAN, FL 32978-1377 SEBASTIAN (772) 5a9-0712 PALM BEACH (561) 845.7445 www.ksmengineering.net MELBOURNE (321) 768-8466 FAX (561) 645-8876 E Mai[: KSM @KSMENGINEER ING_NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 October 28, 2015 DiFrancesco Construction, Inc. Michael DiFrancesco 8840 Lonesome Pine Trail Ft. Pierce, FL. 34945 Ike: 2302 Grand Oak Avenue Fort Pierce, Florida Permit M 15060565 KSM Project #: 152334-1d Dear Michael: Enclosed, please find the nuclear density test results performed on the proofrolled surface at the above referenced project. ShouO,w"AW %► M, r s ti •p IM J any questions, please feel free to call. Pr pAL'1 1841011101 E-mail to: difranconstinc@aol,com Fax and Mail to: St. Lucie County Building Department RECEIVED QCT2 9.2Il15 Donald G. Keller, 1? E_: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366 10/29/2015� 12:24 7725896469 KSM ENGINEERING PAGE 02/06 tr CA IL Qp ILVA KELL.ER, SGHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O BOX 78-1377, SEBASTIAN, FL 32978-1 :377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 wwwAsmengineerinrg.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: K$M@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPAGTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: October 27, 2015 PERMIT ##: 15060565 CONTRACTOR: DiFrancesco Construction KSM JOB #: 152334-ld/BV/ot JOB LOCATION: 2302 Grand Oak Avenue Fort Pierce, Florida MATERIAL: Light Brown Sand ITEM TESTED: Proofrolled Surface - +TEST LOCATION - - - -DEPTH MOTS- T - - PEN - -DRY T ^ MAX. DRY - -PERCENT OF SAMPLE TUR5- READ DENSITY PROCTOR COMPACTION ------------------- �- ----------------------------- VALUE --------------- 1. S.E. 0" — 12" 11.2 40 97.0 102-0 95.1 2, N. E. " 98.1 96.2 3. N.W. " 101.0 99.0 4. S.W. " " 97.2 it95.3 5. Center It 98.4 It 96.5 Ronald G. Keller, P.E.: 37293 / 81 Lic. No.: 860 / Julie E. Keller, P.E.- 68366 10/29/2015 12:24 7725896469 r KSM ENGINEERING --�� PAGE 03/06 TAP 01L Ar JMIR�P KELLER, SCHLEICHER & MaCWILL,IAM ENGINEERING AND $�TESTING, j8 -oC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL. 32978-1377 8488 PALM 13EACH (561) 845-7446 www,kSmengineering.net 712 MELBOUR IE (77 ) 229-9093 FAX (561) 845-8876 E-Mail: KSM@KSMENGINF_F_RING.NET ST. L.0 FAX (772) 589-6469 G.A.: 5693 FAX (772I 8$9-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: October 27, 2015 KSM JOB #: 152334-1 p PERMIT M 15060566 CONTRACTOR: DiFrancesco Construction Inc. JOB LOCATION: 2302 Grand Oak Avenue Fort Pierce, Florida 1037 _ _—T-- .,_..--I--�.. r--- .T.—.,.. 7 I 1 I I 1 I 102 I I I I I I f I I I I I I I 1 I I I 1 I I I I I 1 I I I o I 1 I I I r I Li 1 I I 1 I 1 I z 1 f I I I I 1 I I 1 I I I 101 -1----- 4-----1— . I---- j--- -- --_. —I I 1 I I I I 1 I 1 I I I I I l I I ! 1 I I I I I 1 I 1 10b�----��---;— ,j------------�---� 8 9 10 11 12 13 14 Moisture - Percent of dry Weight Soil Description: Light Brown.Sand Max. Dry Density: 102.0 P.C.F. Optimum Moisture: 11.1 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Llc. NQ.: 860 / Julie E: Keller, P.E.: 68366