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HomeMy WebLinkAboutSOIL COMPACTION REPORTI X%LJAVA 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.NEr ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: MATERIAL: ITEM TESTED: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 March 29th, 2019 1812-0150 TNT Builders of Florida 3121-3131 Illusion Circle Sedona Fort Pierce, Florida Brown Sand with Clay KSM JOB #: 190689-6d/SS/ct Southeast Section of Building #11 - Retest T��T *L&_Cj�T_F6l4 ---- 6E��-FF� --- 9(5iY- - - - �L� ----- 6�'� ---- WY._15kV ---- I5�1`idfflW --- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Moming Dew Lane — Building #11 1. S. E. 07 — 12" 8.0 50+ 109.9 111.5 98.6 SCANNED BY St. Lucie County Rnnnid r Keller PF - q79P�l /.(;[ I-ir- Nn-- 890 / Julie E_ Keller. P.E.: 68366 TWP OIL All A%Cpwa KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-77�5 P.O. BOX 78-1377, SEBASTIAN, FIL 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: March 29th, 2019 PERMIT #: 1812-0150 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown Sand with Clay KSM JOB #: 190689-6d/SS/ct ITEM TESTED: Southeast Section of Building #11 - Retest _L&_CA:TT(5q ---- dCFifFf --- IkFS: PE� ----- 151�� ---- ll�)U_6kV ---- PlffF�dff�f --- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Moming Dew Lane — Building #11 1. S. E. W'-- 12" 8.0 50+ 109.9 111.5 98.6 P,,..1H r, Kollar P;: - -'A79Q-q /-ql I in Mn - RRn / hilip P Kollar Pr - RAW C! lk Ar A%F��AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 337-M5 P.O. BOX 78-1377, SEBASTIAN, FL32978-1377 SEBASTIAN (772)589-0712 PALM BEACH (� 61) 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: March 14th, 2019 KSM JOB #: 190689-3d/SS/ct PERMIT 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Buildings #9, #10, & #11 -------------------------------------- T�_ST_UOCATION DEPTH MOIS_ PEN DRY ---------------------- MAX.DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Moming Dew Lane — Building #11 11. S. E. 0" — 12" 7.9 50+ 108.7 111.5 97.5 12. S.W. 109.5 98.2 13. Center 19 11 110.9 11 99.5 14. N.W. 111.5 100.0 15. N.E. 111.2 99.7 Ronald G. Keller, RE.; 37293/Sl Lie. No.:860 I Julie E. Keller, RE.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. �MARTIN,(772) 3$7-7765 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) 5139-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TEST ED: March 14til, 2019 KSM JOB #: 190689-3d/SS/et PERMIT #: 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Buildings #9, #10, & #11 T_E�t_L_0`C­A_TI0_N_ -DEPTH ---- M-0-1-S ----- PUN ----- DRY ­77 MA_X_._D_R_Y ----- PrEIRC-ENT---- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Moming bew Lane - Bultding 1. 6.E. 0" 12" 9,6 50+ 111.0 111.6 99.6 2. S.W. 110.3 98.9 3. Center 110.8 99.4 4, N.W. 107.7 96,6 5. N.E, 108.5 97.3 Momin_q bew Lane - ByL!.d�in#10 6. S.E. 0" - 12" 8.6 50+ 109,0 111.5 97.8 7. S.W. 110.6 99.2 8. Center 111.1 99.6 9. N,W. 111.6 100.1 10. N.E. 110.2 98.8 Ronald Q. Keller, RE.: 37293/Sl Uc. No.: 860 / Julie E. Kaller, P.E.: 68366 1