Loading...
HomeMy WebLinkAboutSOIL COMPACTION REPORTTdr 10 lk 9 Z% 116-211 AVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 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 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: November 31d, 2018 KSM JOB#: 183858-1 d/SS/ct PERMIT #: CONTRACTOR: VERICON CONSTRUCTION COMPANY JOB LOCATION: PNC Bank 7520 S. US Highway 1 Port St Lucie, Florida SCANNED BY MATERIAL: Brown Sand St. Lucie County ITEM TESTED: Sidewalk ---- 6EF3'FFF ---- MjU OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. West 0" — 12' 10.2 36 103.7 103.8 99.9 2. Center 31 102.8 99.0 3. East 39 105.1 101.3 Ronald G. Keller, RE.:37293/Sl Lic. No.: 860 / Julie E. Keller, RE.: 68366 Nor C! lk 9 A% L—j AW KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FIL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmenginee(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 Soil Description: Max. Dry- -Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) November 3rd, 2018 KSM JOB #: 183858-1p VERICON CONSTRUCTION COMPANY PNC Bank 7520 S. US Highway 1 Port St Lucie, Florida 105 T- — —1 — — — I— — -1 — — 7 — — T — — r- — —r- — —i— — -i 104 -r — —I — — — I— — -1 — — -t — — T­ — — 1- — —r- — —i— — -1 I I I I I I I I 103 — -t — t — — t- — v-- — —I— — -1 t 101 4­1 — — — 99 J - — — J A I L —L —I— J 98�---] --- I— — -4 — — 4 — — —I— — -4 Brown Sand 103.8 P.C.F. 12.6 Percent 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Ronald G. Keller, RE.:37293/Sl 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) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERI NG. 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: November Td, 2018 PERMIT M CONTRACTOR: , VERICON CONSTRUCTION COMPANY JOB LOCATION: PNC Bank 7520 S. US Highway I Port St Lucie, Florida KSM JOB#: 183858-1 d/SS/Gt MATERIAL: Brown Sand ITEM TESTED: Sidewalk ---- 15ETFifFf --- lkl�;_ ---- M)k�-_EWV_ OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. West 0"— 12" 10.2 36 103.7 103.8 99.9 2. Center 31 102.8 99.0 3. East u 39 105.1 101.3 Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 YL 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 Li: 0 a: Soil Description Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) November 31d, 2018 KSM JOB#: 183858-1 p VERICON CONSTRUCTION COMPANY PNC Bank 7520 S. US Highway 1 Port St Lucie, Florida 105 T_ —1 — — — I— 'T T T- —r- — —1— -1 104 r- — 103 — —I— _j t 102 — — — — - — — 101 4­1 — — — 4 — — 4- — — I- — — —I— — -4 100 99 L. —1 — — — J _L L _L —I— J 98 7 8 9 10 11 12 13 14 15 16 Brown Sand 103.8 P.C.F. 12.6 Percent Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366