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HomeMy WebLinkAboutSOIL COMPACTION REPORTKELLER, 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.ksmangineering.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 & 29th, 2019 PERMIT #: 1812-0149 CONTRACTOR: TNT Builders of Florida JOB LOCATION: Sedona Morning Dew Lane Fort Pierce, Florida KSM JOB #: 190689-11 d/SS/ct SCANNED BY St. Lucie County MATERIAL: Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Building #10 t�§�_L&CAW(514 ---- dffF�'ff --- 1�61�; ---- ----- &W ---- NWk­iJF& ---- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. S. E. 0" — 12" 8.8 50+ 110.4 111.5 99.0 2. S.W. 110.6 99.2 3. Center 111.1 99.6 4. N.W. 111.6 100.1 5. N.E. 110.2 98.8 Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, RE.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMRKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: JOB LOCATION: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 March 141h & 29th 2019 1812-0149 TNT Builders of Florida Sedona Morning Dew Lane Fort Pierce, Florida KSM JOB #: 190689-11 d/SS/ct MATERIAL- . Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Building #10 T� §i _Lb_C_�kT_F(5r4 ---- 15ff-FFf --- 96FS-- - - - P�� ----- 6�� ---- PW)� OF SAMPLE TURE READ DENSITY PROCTOR, COMPACTION ------------------------------------------------- VALUE- . -------------- 1. S. E, 0" — 12" 8.8 50+ 110.4 111.5 99�0 2. S.W. 110.6 99.2 3. Center 111.1 99.6 4. N.W. 111.6 100.1 5. N. E. 110.2 98.8 Ronald G. Koller, RE.: 37293/Sl Lic� No.: 860 1 Julie E. Keller, P.E.: 68366 Spalks so I OT-fti. �Tll KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FIL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineer'ing.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: ZRIWIFTIT11111 ITEM TESTED: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 March 29th, 2019 1812-0149 TNT Builders of Florida Sedona Morning Dew Lane Fort Pierce, Florida Brown Sand with Clay KSM JOB #: 190689-8d/SS/ct North Section of Building #9 and Southeast Section of Building #10 TE §i 166�t Fdpi ---- dEfFTW --- i�&� ---- ----- 6k� ---- I�Ak_dkV ---- i5ifl�difkf --- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Building #1 1. S. E. 0" — 12" 8.8 50+ 110.4 111.5 99.0 Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 A% Lj AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FIL 32978-1377 SEBASTIAN V72)589-0712 PALM BEACH (561) 845-7446 www.ksmongineering.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) March 29th 2019 1812-0149 TNT Builders of Florida Sedona Morning Dew Lane Fort Pierce, Florida KSM J013#: 190689-8dl 113 T____T — — — I — — — — T­___7____l 112 4 - — — — - — — — - 4 — — — — I — — — — —4 — — — -4 L — — — I _j "OT----T— --i — — — — 109 4- — — — A — — — — I — — — — 4- \— — — — — — - 4 10 11 12 13 14 Moisture - Percent of Dry Weight Brown Sand with Clay 111.5 P.C.F. 11.0 Percent Ronald G. Keller, RE.: 37293/Sl Lic. No.: 860 / Julie E. Keller, RE.: 68366 1.- 1; ..... . lm.� 11W 1-1.1h t un. HNN: id. .... . .. . .... . . ... ............ i . . . .......... ... . .. .... in: . . . . . . . . . . . . . . . . . . . . . . . . . . .. ...... ........ . N1, p !:�:i !:!: . . ; . J., 1 . . . . . . . . . . . . . . . . . ... ; I i :1 . . ... . . 04/03/2019 02:28PM : . : : :.::o. :; �: :�;; ;� m PAGE 02/03 . ... ...... ....... . KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO BOX 78-1377, SEBASTIAN, 171-32978�1377 SEBASTIAN V72)689-0712 PALM BEACH ($61) W4445 www.kamenglt*toeting.net MELBOURNE (321) 768-8488 FAX (561) 845-8a76 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093 C.A.: 6693 1 1" V72) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: March 141h & 29111 2019 KSM JOB #: 190689-11 d/68/ct PERMIT #: 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: Sedona Morning Dew Lane Fort Pierce, Florida MATERIAL: Brown Sand with Clay ITEM TEST, ED: Compacted Foundation Fill for Building 010 T-E§T 'LUOYTR514 ---- dfff�f --- ladly- - �N ----- 151W ---- 1�)U--D-R-Y ----- OF SAMPLE TVRE READ DENSITY PROCTOR COMPACTION VALUE 1; S,E. 0" — 12" 8.8 50+ 110.4 111.5 99.0 2. S.W. It It 110.6 99.2 3. Center 111.1 99�13 4. N.W. 111.6 100.1 5. N.E. 110.2 98.8 Ronald G. Keller, P.E,:37293/Si Lic. No.; 860 It Julie E. Keller, RE.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN 972) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FIL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (661) 845-7445 wwwAsmengineering.not 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 & 291h, 2019 PERMIT #: CONTRACTOR: TNT Builders of Florida JOB LOCATION: Sedona Morning Dew Lane Fort Pierce, Florida KSM JOB #: 190689-11 d/SS/ct MATERIAL:- Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Building #10 lt§t I&C-ANdt� ---- 15E��fF� --- ii6ff-_ �L� ----- 151�� ---- 14ki.15F& OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. S.E. 0' — 12" 8.8 50+ 110.4 111.5 99.0 2. S.W. 110.6 99.2 3. Center U 111.1 99.6 4. N.W. 111.6 100.1 5. N.E. 110.2 98.8 Ronald G. Keller, P.E.:372931SI Lic. No.: 860 / Julie E. Keller, RE.:68366