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Home My WebLink AboutKSM PAPERS�p g`yy P` r Yf' t1 A A%IaVAL 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) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 April 5, 2018 Alpha Design Contractors, LLC 1492 SEBelcrest Street Port St. Lucie; Florida 34952 Re: 8757 S. Federal Highway Port St. Lucie, Florida Permit M 1709-0343 KSM Project#: 181111-2d Dear Sir: Fi1NBt .�4"yu �� II � I i SCANNED BY St. Lucie County Permitting Department St. Lucie County Enclosed, please find the nuclear density test results performed on the trench )n the rear of the building at the above referenced project. ons, please feel free to contact us. E-mail to: nicomaquin@hotmail.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 l & V ®�p�Li, x §jAVL 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) 768-8488 FAX (561) 845-8876 E-Mail: 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: April 5, 2018 PERMIT #: 1709-0343 KSM JOB #: 181111-2d/MH/ct CONTRACTOR: Alpha Design Contractors, LLC JOB LOCATION: 8757 S. Federal Highway Port St Lucie, Florida MATERIAL: Brown Sand ITEM TESTED: Compaction Over the Trench in the Rearr of the Building ----------------------------------------------------------------- TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. North 2. Center 3. South 0" — 12" 9.7 31 106.3 110.4 96.3 " 28 105.5 95.6 " 30 105.9 95.9 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 �vILz �L-3gYi 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) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: April 5, 2018 KSM JOB #: 181111-2p PERMIT #: 1709-0343 CONTRACTOR: Alpha Design Contractors, LLC JOB LOCATION: 8757 S.-Federal Highway Port St Lucie, Florida 111 T---T----1----I----r----T---, I I I I I I I I I I I I I I I I I I I I I I I I I I I 1104----4-- (-----4----4 o I I I I I I b I I I I I I a I I I I I I I = 1091 I I I I I I I I I I I I I I I I I I I I I I I I I 108-----+--- i----I----�--- ----I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1074--_——_4---- I ---- �----4----i 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Sand Max. Dry Density: 110.4 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 04/05/2018 15:34., 7725896469 KSM ENGINEERING PAGE 01/03 V upC1k t KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 837-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) SM0712 PALM BEACH (561) W-7445 www.ksmangineeting.net 'MELBOURNE (321) 768-8488 FAX (561) W-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (774 229-9093 C.A.: 5693 FAX (772) 589-6489 April 5, 2018 SCANNED BY St. Lucie (nunty Alpha Design Contractors, LLC RECEIVED 1492 SE Belcrest Street Port St. Lucie, Florida 34952 APR 0 9 2018 Permitting Department Re: 8757 S. Federal Highway St. Lucie County Port St Lucie, Florida Permit #: 1709-0343 KSM Project #. 181111-2d Dear Sir: Enclosed, please find the nuclear density test results performed on the trench in the rear of the building at the above referenced project. s, please feel free to contact us. J"FVIL E-mail to: nicomaquin@hotmail.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 660 / Julie E. Keller, P.E.: 68366 04/05/2018 15:34 7725899d99 KSM ENGINEERING PAGE 02/03 Te rlk Ar L%I.7Aft KELLER, SCHLEICHER & MacWILL.IAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: 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: April 5, 2018 PERMIT #: 1709-0343 CONTRACTOR: Alpha Design Contractors, LLC JOB LOCATION: 8757 S. Federal Highway Pork St Lucie, Florida KSM JOB #: 181111-2d/MH/ct RECEIVED APR 0 9 201E Permitting Department St. Lucie County MATERIAL: Brown Sand ITEM TESTED: Compaction Over the Trench in the Rear of the Building ------------------------ TEST LOCATION DEPTH MOIS- PEN DRY --- MAX^DRY- ------- -- PERCENT OF SAMPLE TURF READ DENSITY PROCTOR COMPACTION VALUE 1. North 0" —12" 9.7 31 106.3 110.4 96.3 2. Center 28 105.5 95.6 3. South 30 105.9 95.9 Ronald G. Keller, P.E.: 37293 / 51 U0, No.: 860 1 Julie E. Keller, RE_ 68366 04/05/2018 15:34 772589a^F9 KSM ENGINEERING_ PAGE 03/03 CP1 t JMCMA A KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: April 5, 2018 KSM JOB #: 181111-2p PERMIT #: 1709-0343 CONTRACTOR: Alpha Design Contractors, LLC JOB LOCATION: 8757 S. Federal Highway Port St Lucie, Florida I I I I I I 1 I I I I I I I I 17 / I\ I 1 I LL I I I I 1 I I = 109 --- I — — I —I I I C7 I T I I I I I I I I I 1 I I I I I I I 1 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Sand Max. Dry Density: 110.4 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. President Ronald G_ Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.M. GW66