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HomeMy WebLinkAboutKSM NUCLEAR DENSITY TESTTl C 19 L% L-3ivi 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 September 12, 2017 South Florida Land Clearing, Inc. 15701 Orange Avenue Fort Pierce, Florida 34945 Re: 980 Trowbridge Road -# 1212 ©5�� Ft. Pierce, Florida �&AT7' Permit #: KSM Project #: 172796-1 d Dear Sir: Permitting be�artmeft St Lucie County Enclosed,. please find the nuclear density test results performed on the compacted foundation fill for the house pad at the above referenced project. Sh,Rofd'y�la � ,any questions, please feel free to contact the office. ec No� . Tl�ele�F,.P . File-S�d ... �� AL Email to: sflcgw@gmail.com Mail 3 Copies Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 '/ Julie E. Keller, P.E.: 68366 f Tip C! 1 t JL%Qivi 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 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: September 6th, 2017 KSM JOB #: 172796-1d/MH/ct PERMIT #: CONTRACTOR: South Florida Land Clearing, Inc. JOB LOCATION: 980 Trowbridge Road Ft. Pierce, Florida MATERIAL: Brown Clayed Sand with Shell Fragments ITEM TESTED: Compacted Foundation Fill for the House Pad --------------------------------------------------------------------- TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------------------------------------------------- VALUE 1. S.W. 0" —12" 10.6 50 106.9 111.9 95.5 2. N.W. If51 111.7 1999.8 3. Center 1950 107.7 It96.2 4. S. E. it50 108.3 it96.8 5. N.E. " 50 106.4 It95.1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tr C! 1 t iML-3A a 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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: September 6th, 2017 KSM JOB #: 172796-1 p PERMIT #: CONTRACTOR: South Florida Land Clearing, Inc. JOB LOCATION: 980 Trowbridge Road Ft. Pierce, Florida 113-I----I---T---r--,---T---r--, I I I I I I I I I I I I I I I I 1 I I I I I I I 112-h---I——— +——— F-———I———+---I---—I 0 I I I I I I I cU 111 _L J— — —-I--—I----I-- ----L-- i = I I I I I I I 110---,------ r -- ,——— T—— — 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 109+----4---+---1----4---+---1-----4 I I I I I I I I I I I I I I I I I I I I I I I I 108-------------------�---�---� 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Clayed Sand with Shell Fragments Max. Dry Density: 111.9 P.C.F. Optimum Moisture: 11.4 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366