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HomeMy WebLinkAboutKSM REPORTSzl Calk Q A% I301Av.& 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 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED : April 29, 2019 PERMIT# 1902-0509 CONTRACTOR Louden Pools JOB LOCATION 9626 Knollwood Lane Lot 56, Monte Carlo Country Club Fort Pierce, Florida JOB # : 191680-1 pd/CH/cv PO #: Orr-9482 SCANNED BY St. Lucie County TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1 South 0' - 1' 43 106.1 108.8 97.5 2 T - 2' 45 95.0+ 3 2' - 3' 48 95.0+ 4 3' - 4' 50 95.0+ 5 N.E. 0' - 1' 45 106.3 108.8 97.7 6 1'- 2' 47 95.0+ 7 2'-3- 50 95.0+ 8 3'- 4' 50 95.0+ 9 N.W. 0' - 1' 40 105.9 108.8 97.3 10 1' - 2' 43 95.0+ 11 2'-3- 47 95.0+ 12 3' - 4' 49 95.0+ Soil Description: Grayish Brown Sand In Place Moisture: 6.5 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 108.8 P.C.F. @ Test Locations the Density & Pene`(ypi tpl Readings Indicate the`eecizeWL46YRDaction Meets dL 9 10 11 12 13 14 15 Ll Q Moisture - % of Dry Weight �' ��3t`.'Lucie County Building Department 1 j%%`'Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 04/30/2019 11:01 772509rPF9 KSM ENGINEERING;-. PAGE 01/03 0 5�( "IJAW KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 3374755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH 6845-7445 w .ksmengineerin net MELBOURNE (321) 768-8488 FAX (68876 E-Mail:.KSM®KSMENGINEERING.NET ST..LUCIE (7.72).229-9093. C.A.; 693 845-W76 SOIL. COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED. : April 29, 2019 JOB # : 191680-lpd/CH/ov PERMIT # 1902-0509 PO #: Orr-9482 CONTRACTOR Louden Pools RECEIVED JOB LOCATION 9626 Knollwood Lane SCANNED APR 3 0 2019 Lot 56, Monte Carlo Country Club BY Permitting Department Fort Pierce, Florida St. Lucie County st. Lucie county ITEM TESTED . Pool Backfill TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION South - 1 43 108.8 97.5 2 11-2. 45 95.0+ 3 2' - 3' 48 95.0+ 4 T - 4' S0 95.0+ 5 N.E. 01- 1' 45 106.3 108.8 97.7 6 1' - 2' 47 95.0+ 7 2'- 3' SO 95.0+ 8 3'-4- 50 95.0+ 9 N.W. 0' - 1' 40 105.9 108.8 97.3 10 1' - 2' 43 95.0+ 11 2'- 3' 47 95.0+ 12 3'- 4� 49 95.0+ Soil Description: Grayish Brown Sand In Place Moisture: 6.5 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 108.8 P.C.F. @ Test Locations the Density & PenetCQ1tfjpj, Readings Indicate the`o4gf,e' 4 ppaction Meets W.'Luc(e County Building Department Ronald r;. Kallpr PF • A7=1 / At I it nl.. • sun Moisture - % of Dry Weight 5 i„ne c reua, oe . acarc