The URL can be used to link to this page

Home My WebLink AboutKSM REPORT�goi�,oa�a rrClk 9 LE COPY - - KELL-ER—,SGI+L-E-ICHER-&-MacWI-L-L-IAM -EUG-N RING -A-ND T-ESAING—ING 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 February 5, 2019 Nick Tubito 896 Woodlands Drive Port St Lucie, FL 34952 Re: 5703 Oleander Avenue Fort Pierce, Florida Permit #: 1901-0280 KSM Project #: 183503-5d Dear Mr. Tubito: Enclosed, of JEMt PecezvEo FEB 12 7019 St. LIng De ucie Caa„ tr ej7t find the nuclear density test results performed on the compacted le guest house at the above referenced project. please feel free to contact us. E-mail to: ntubito.tp@gmail.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 T8' V 1 f "k-adVi -K EL-L E-R , S C H-L-E-FC H-E R-8-M-a cW I L L-FA M- EN GH*E E R I N G-A-N D T-ES-T I N G,-i-N G.- -- 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: February 4, 2019 KSM JOB #: 183503-5d/MH/jt PERMIT #: 1901-0280 CONTRACTOR: Nick Tubito JOB LOCATION: 5703 Oleander Avenue Fort Pierce, Florida MATERIAL: Brown Sand with Shell ITEM TESTED: Compacted Foundation Fill for the Guest House ---------------- TEST LOCATION ----------------- DEPTH MOTS- ---- --- PEN ------- DRY -------------------- MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------------------------------------------------- VALUE 1sr Lift 1. S.W. 18" - 24" 7.0 40 113.8 115.0 99.0 2. Center " 7.2 44 114.4 99.5 3. S.E. " 7.8 50 113.0 98.3 2nd Lift 4. S.E. 12" -18" 7.6 40 113.1 115.0 98.3 5. N.W. " 8.2 36 112.8 98.1 6. S.W. 6.6 44 113.6 98.8 3rd Lift 7. S.W. 6" -12" 9.7 44 111.5 115.0 97.0 8. Center 8.4 46 112.8 98.1 9. S.E. 8.8 45 113.3 98.5 Final Lift 10. S.E. 0" - 6" 8.8 42 113.7 115.0 98.9 11. Center 7.6 44 114.1 99.2 12. N.W. 6.4 46 113.0 98.3 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tr C 1 s "IJAVi KELLER;-SCHLrt1CHE-R—& MacW1LL-IAM-ENGINEER1lNG—AND-TESTING,-mC. --- 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: February 4, 2019 KSM JOB #: 183503-5p PERMIT #: 1901-0280 CONTRACTOR: Nick Tubito JOB LOCATION: 5703 Oleander Avenue Fort Pierce, Florida 116-r---T---,----I----T_ 7---1 I I I I I I I I I I I I I I I I I I I I I 1154----+--- a— —— ------4----4 p I I I I I 1 I � I I I I I ci 114-----------I----)-JL --�---� = I I I I I I I 113-17 T---,----I----r----'T 1 I I I I I I I I I I I I I I I I I I I I I 1124----+---A----I----+ --- F----I I I I I I I I I I I I I I I I I I I I I I 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Sand with Shell Max. Dry Density: 115.0 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 Feb 0719 08:44a Telese Build 772 p.1 fAx 4' \aG February 5, 2019 SCNick AN �k� 896 Woodlands Drive p g e4�7e Port St Lucie, FL 34952 B�OZ`O eon Re: 5703 Oleander Avenue Fort Pierce, Florida Permit#: 1901-0280 KSM Project #: 183503-5d Dear Mr. Tubito: Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the guest house at the above referenced project. E-mail to: ntubito.tp@gmail.com Fax and Mail to: St. Lucie County Building Department Feb 0719 08:44a Telese Build 5-6261 p.2 DATE TESTED: PERMIT #; CONTRACTOR: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 February 4, 2019 1901-0280 Nick Tubito KSM JOB #: 163503-WMHljt JOB LOCATION: 5703 Oleander Avenue Fort Pierce, Florida MATERIAL: Brown Sand with Shell ITEM TESTED: Compacted Foundation Fill for the Guest House TEST LOCATION -6cffFF MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------- --------------------- -------- - -------VALUE is, Lift 1. S.W. 18" - 24" 7.0 40 113.8 115.0 99.0 2. Center 7.2 44 114.4 99.5 3. S.E. 7.8 50 113.0 98.3 2nd Lift 4. S. E. 12" -18" 7.6 40 113.1 115.0 98.3 5. N.W. 8.2 36 112.8 " 98.1 6. S.W. 6.6 44 113.6 93.8 3rd Lift 7. S.W. 6" - 12" 9.7 44 111.5 115.0 97.0 8. Center 8.4 46 112.8 98.1 9. S.E. 8.8 45 113.3 98.5 Final Lift 10. S.E. 0" - 6" 8.8 42 113.7 115.0 98.9 11. Center " 7.6 44 114.1 99.2 12• N.W. 6.4 46 113.0 98.3 Feb 0719 08:44a Telese Build'* 77-6261 p.3 40 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: February 4, 2019 KSM JOB #: 183503-5p PERMIT #: 1901-0280 CONTRACTOR: Nick Tubito JOB LOCATION: 5703 Oleander Avenue Fort Pierce, Florida 1167----T----I----1----r---7----1 1 I I I 1 I I I I I I E I I I I I I I I 1 115-IIII ----+--- 4---- --! ci 114 i — —— —— II1I F I I 1 I I I I I Lu 113"---- r---,----I----r---7----I i I I I I I I I I I I 1 I I I ! I I I 1 I 112 4- — — — 4- — — — -4 — — — — --! I I 1 I I { I 1 I f 1 I I I I I 1 I I I I 111 4-----i---i--------i--------i B 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Sand with Shell Max. Dry Density: 115.0 P_C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. President 01/17/2019 11.55 7725896469 KSM ENGINEERING PAGE 01/03 VOIL t — -- KELL H ICWEPMILLIAM ENGINEERING ANDESAs-SnANI(NiGeasocz MARTIN 2) X 78-1377, SEBASTIAN, FL 3297B-1377 MELBOURNE (321) 768-8488 PALM BEACH (561) W-7445 wwwAsmengineeIng.net ST. LUCIE (772) 229-9093 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET FAx (772) 589-6469 C.A.: 5693 Revised: January 17, 2018 January4, 2019 Nick Tubito 896 Woodlands Drive Port St Lucie, FL 34952 Re: 5703 Oleander Avenue Fort Pierce, Florida Permit #: 1901-0280 KSM Project #: 183503-4d Dear Mr. Tubito: SCANNED BY St. Lucie County, JAN 18 2919 Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the guest house at the above referenced project. any questions, please feel free to contact us. No. E-mail to: ntubito.tp@gmail.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 65366 01/17/2019 11:55 7725896469 KSM ENGINEERING PAGE 02/03 il• Nivi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND ETESTI(NT/G2)6 NC. 0712 MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MEL80URNE (321) 768-8486 PALM BEACH (561) $45-7445 www.ksmengineering.net ST. LUCIE p72) 229-9093 FAX (561) 845.8876 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 689-6469 C.A.: 5693 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: January 3, 2019 KSM JOB #: 183503-4d/MH/jt PERMIT #: 1901-0260 CONTRACTOR: Nick Tubito JOB LOCATION: 5703 Oleander Avenue Fort Pierce, Florida MATERIAL: Brown Sand with Shell ITEM TESTED: Compacted Foundation Fill for the Guest House TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 96f Lift 1_ S.E. 0"-12" 9.5 42 112.4 115.0 97.7 2. Center 44 113.4 98.5 3. N.W. " 43 113.1 98.3 Final Lift 4, S.W. 12" — 24" 8.9 41 111.0 115.0 96.5 5. Center " 43 112.6 " 97.9 6. N.E. 43 112.4 97.7 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 60366 01/17/2019 11:55 7725896469 KSM ENGINEERING PAGE 03/03 IVC1 t KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 387-7755 P.O. OBOX 78-1377, SEBASTIAN, FL 32978-1377 589-0712 MELBOURNE (321) PALM BEACH (561) 845-7445 www.ksmengineering.net 7688486 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET FAX ST LUCIE IE (321)(772) 589-6469 C.A.: 5693 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: or in Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) January 3, 2019 11901-0280 Nick Tubito 5703 Oleander Avenue Fort Pierce, Florida KSM JOB #: 183503-4p 116r---T----I----I----T_ 7----1 I I I I I I I I I I I 1 1 I I I I I I 1 I 1154----k----1--- --+ -------a I 1 I I 1 I I I I I I 1 114-L--- L —— J----I----)--1---J I I I I I I I I I I I I l 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 I I I I I I 1124H---4-----I--- I----1----+----4 I I I I I 1 I I t I I I I I I I l I 1 I 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Sand with Shell 115.0 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 37293 /SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366