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Home My WebLink AboutKSM PAPPERSLL� TAP rIL 9 A%k'JlIAda 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.ksmengineedng.net MELBOURNE (321) 76B-B488 FAX (561) 845-8876 E-Mail: KSMGKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Revised: August 21, 2017 August 18, 2017 6UANNED BY 3f. Lucie county John M. Waller D. R. Horton 1430 Culver Drive NE Palm Bay, FL 32907 Re: 3004 WIodswalk Drife Creekside Subdivision Fort Pierce, Florida Permit #: 1705-0355 KSM Project #: 163205-4d Dear Mr. Waller: Enclosed, please find the nuclear density test results performed on the mailbox kiosk at the above referenced project. el free to contact us. E-mail to: JMWaller@drhorton.com; ben@guettlerconstruction.com jdefronzo@ct-eng.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 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: KSMQKSMENGINEERING.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: August 17, 2017 KSM JOB #: 163205-4d/MH/jt PERMIT #: 1705-0355 CONTRACTOR: D.R. Horton JOB LOCATION: 3004 Woodswalk Drive Creekside Subdivision Fort Pierce, Florida MATERIAL: Brown Clayed Sand ITEM TESTED: Mailbox Kiosk TEST LOCATION ---------------------------------------------------- DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------------------------------------- VALUE 1. South End 0" — 12" 9.7 45 103.4 108.1 95.7 2. North End 11 50 104.0 96.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tor G!1t AN.NJIva KELLER, 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 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: August 17, 2016 KSM JOB #: 163205-4p PERMIT #: 1705-0355 CONTRACTOR: D.R. Horton JOB LOCATION: 3004 Woodswalk Drive Creekside Subdivision Fort Pierce, Florida 109 T---T----1----I----T----7----1 108 4-- — — — 4- — — -- of n: -----�---� of I I I I i I I LL I I I I I I I U I I I I I I I I I I I I = 107 I _-- I— I I _ _ I ____I � I I I w I I I I I I 106-----+-------I----+---�---� I I I I I I I I I i 1 I I I I I I I I I I I I I I I I I 105�--- i------------i---�---� 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Clayed Sand Max. Dry Density: 108.1 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 ' TP 40'L S 1%LJAVL 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 Revised: August 21, 2017 August 18, 2017 John M. Waller D. R. Horton 1430 Culver Drive NE Palm Bay, FL 32907 Re: 3004 Woodswalk Drive Creekside Subdivision Fort Pierce, Florida KSM Project #: 16320$ d Dear Mr. Waller: Enclosed, please find the nuclear density test results performed on the mailbox kiosk at the above referenced project. If yovp any questions, please feel free to contact us. e�lpr, Fr E P _ tral jdefronzo@ct-eng.com ben@gueftlerconstruction.com Fax and Mail to: St. Lucie County Building Department RECEIVED AUG 25 1017 Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 r 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: August 17, 2017 KSM JOB #: 163205-4d/MH/jt PERMIT #: 1705-0355 CONTRACTOR: D.R. Horton JOB LOCATION: 3004 Woodswalk Drive Creekside Subdivision Fort Pierce, Florida MATERIAL: Brown Clayed Sand ITEM TESTED: Mailbox Kiosk ------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------------------------------VALUE ------------- 1. South End 0" —12" 9.7 45 103.4 108.1 95.7 2. North End 11 1150 104.0 1196.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: u: U a: F- 2 w Soil Description Max. Dry Density: MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) August 17, 2016 1705-0355 D.R. Horton 3004 Woodswalk Drive Creekside Subdivision Fort Pierce, Florida KSM JOB #: 163205-4p 109 T---T---,----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 1084----+---�-- -- --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 107 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 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 1054 --- -----------ti---4----4 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Clayed Sand 1081-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 Tip `1N i%IJAVL 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 Revised: August 21, 2017 August 18, 2017 John M. Waller D. R. Horton 1430 Culver Drive NE Palm Bay, FL 32907 +ei.•: qV6 3 Re. Creek de Subdivision st duce%"%:4 Fort Pierce, FloridaC: Permit °�q93 KSM Pr"oject #: 163205-4d Dear Mr. Waller: Enclosed, please find the nuclear density test results performed on the mailbox kiosk at the above referenced project. please feel free to contact us. E-mail to: JMWaller@drhorton.com; ben@guettlerconstruction.com jdefronzo@ct-eng.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 trr�� R17iYi 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: KSMQKSMENGINEERING.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: August 17, 2017 PERMIT #: 1705-0355 CONTRACTOR: D.R. Horton JOB LOCATION: 3004 Woodswalk Drive Creekside Subdivision Fort Pierce, Florida KSM JOB #: 1632054d/MH/jt MATERIAL: Brown Clayed Sand ITEM TESTED: Mailbox Kiosk -------------------------- TEST LOCATION MO1(5S- DEPTH - ---------- PEN RY -------- D. MAX----------------- DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------------------------------------------------- VALUE 1. South End 0" —12" 9.7 45 103.4 108.1 95.7 2. North End 11 1.50 104.0 1196.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tor Ca1t R17jVi 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 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION Soil Description: Max. Dry Density: Optimum Moisture Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) August 17, 2016 1705-0355 D.R. Horton 3004 Woodswalk Drive Creekside Subdivision Fort Pierce, Florida KSM JOB #: 163205-4p 109 T---- T---,---- I ---- T----7---, 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 I I I I I I I I I I I I I I I I I I I I I I 107 --- � I --- I — I --- I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 106+---+-------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 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Clayed Sand 108.1 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366