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HomeMy WebLinkAboutCompaction Test 07/27/2017 14:27 7725896469 KSM ENGINEERING PAGE 01/03 k71Yi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-6485 FAX(561)845-8676 E-Mail:KSMC KSMENGINEERING.NET ST.LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 July 26, 2017 DiFrancesco Construction, Inc. Michael DiFrancesco 8840 Lonesome Pine Trail Ft, Pierce, FL. 34945 Re: 2275 Brocksmith Road Fort Pierce, Florida Permit #: 1704-0577 KSM Project#: 172156-2d Dear Mr, DiFrancesco: Enclosed, please find the nuclear density test results performed on the compacted fotmAl on fili at the above referenced project, t%AAW'% u 14, any questions, please feel free to contact the office. es Y, ■ ©. r r E. ti r � w+ /r �//1f11111111\`\ JEK/cc E-mail to: difranconstinc@aol.com Fax and Mail to: St. Lucie County Building Department R�CEI V f� J'J( 2 71017 Ronald G. Keller,P.E.:37293/SI Lic•No.:860 / Julie E.Keller,P.E.:68366 07/27/2017 14:27 7725896469 KSM ENGINEERING PAGE 02/03 j�LJjVL KELL.ER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 I?O, BOX 78-1377, SEBASTIAN' FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 MELBOURNE 321 561 845- www•ksmengineering.net � )768-8488 FAX ( ) 8876 E-Maim KSM@KSMENGINEERING.NET ST.LUCIE(772) 229.9093 C.A.:5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: July 26", 2017 KSM JOB #: 172156-2d/MH/cc PERMIT#: 1704-0577 CONTRACTOR: DiFrancesco Construction JOB LOCATION: 2275 Brocksmith Road Fort Pierce, Florida MATERIAL: Brown Sand with Shell Fragments ITEM TESTED: Compacted Foundation Fill — Re-Test TEST LOCATION -DEPtH -MOIS- PEN- DRY MAX, DRY - l�ERCENT- OF SAMPLE TURF READ DENSITY PROCTOR COMPACTION - - -- - - - - - - - -- - - - - - - - --- - - - - - - - --- - -- - ------ - ---VALUE __ - -- - - - -- - -- - - 1. S.W, 0"— 12" 14.6 52 112.0 113.6 98.6 2. N.W. 51 111.1 97.8 3. Center 50 109.3 96.2 4. S.E_ 50 108A 95.2 i 5_ N.E. 50 109.6 96.5 I Ronald G.Keller,P.E.,37293/SI Lic. NO.:860 / Julie E.Keller,P.E.:68366 07/27/2017 14:27 7725896469 KSM ENGINEERING PAGE 03/03 Tdr01 Ar - KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P,O. BOX 78-1377, SEBASTIAN, FI_32978-1377 SEBASTIAN (772)589-0712 PALM BEACH(561)845-7445 www.ksmengineering-net MELBOURNE(321)768-8488 FAX(561)W-8676 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589-8469 MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: July 26"', 2017 KSM JOB#: 172156-2p PERMIT#: 1704-0577 i CONTRACTOR: DiFrancesco Construction Inc. JOB LOCATION: 2275 Brocksmith Road Fort Pierce, Florida 115 ----r — 1- - - I- ---r-- �-T- - — � I i I I 1 I I ! I I I I I I I I I I I 1 I 1144-- - -+--- -4-- -J-1- - - -+- - - - 4 -- - -I LL I I I I I I I ci 113 - - - 1- - - -J - --� -�J-- a-- - -1 -'! CL E- I I I I 1 I I = I I I ! I I 1 � I I f 1121--- - T -- -�-- - -I- --_r - - T_�- --I I I I I I I I I I I I I ( I I ! I I I 111 -I-- - - +- - - -I _ - _-1- ---- 1----4-- - - -I I I I 1 I 1 I I I I I I I I I I I I I I 110 �-- -- �- -- - - -�- -- - I- ---� -- - �•- - - 8 9 10 11 12 13 14 Moisture-Percent of Dry Weight Soil Description: Brown Sand with Shell Fragments Max. Dry Density: 113.6 P.C.F. Optimum Moisture: 11.0 Percent Julie Ile E. Keller, P.E. President Ronald G.Keller,P.E.- 37293/SI Lic. No.:860 / Julie E.Keller, P.E.:68366