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Home My WebLink AboutKSM 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.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 March 8, 2019 Abercrombie's Land Services 5501 Emerson Avenue Ft. Pierce, Florida 34951 Re: 5025 Emerson Avenue Ft. Pierce, Florida Permit #: 1812-0023 KSM Project #: 190792-2d Dear Sir: RECENED MAR 15 2019 permitting Department St. Lucie County SCq V, S ttUcie COUn Enclosed, please find the nuclear density test results performed on the second and third lifts for the house pad at the above referenced project. any questions, please feel free to contact our office. E-mail to: abercrombie5501@gmail.com Fax and Mail to: Saint Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tdralk As iMIJIM 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 1 DATE TESTED: March 51, 2019 KSM JOB #: 190792-2d/MH/cv PERMIT #: 1812-0023 CONTRACTOR: Abercrombie's Land Services JOB LOCATION: 5025 Emerson Avenue Ft. Pierce, Florida MATERIAL: Tan and Gray Sand with Some Clay ITEM TESTED: House Pad TE�f _L6T,;�TUk LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------------------------------------VALUE --------------- 2nd Lift 1. S.W. 12" — 24" 6.4 52 112.6 113.7 99.0 2. Center 52 112.4 98.9 3. N.E. " 51 111.9 98.4 3rd Lift 4. S.W. 24" — 36" 6.9 - 51 111.3 113.7 97.9 5. Center " 50 110.6 97.3 6. N.E. 50 112.6 99.0 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl' a 1 ff Z%1;MAVi 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 Soil Description: Max. Dry Density: MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) March 5th, 2019 1812-0023 Abercrombie's Land Services 5025 Emerson Avenue Ft. Pierce, Florida KSM JOB #: 190792-2p 115T----T---,----I----T_ 7----1 I I I I I I I I 1 I I I I I I I I I I I I 1144----+---A----1------- + — — --I I I I I I I I I I I I I I I I I I I I I 113-I----J----J---I--- — — —� ----) I I I I I I I I I I I I I I I I ------ —T ---, 1114---------—— IIII ----1 I I I I I I I I I I I I I I I I I I I I I 0 10 11 12 13 14 Moisture - Percent of Dry Weight Tan and Gray Sand with Some Clay 113.7 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 I Rtg, OA3 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 MELBOURNE 321 768-8488 FAX (561) 845-8876 www.@KSMENGINEERI ST. LUCIE (772) 229-9093 E-Mail: KSMC�KSMENGINEERING.NET ( ) C.A.: 5693 FAX (772) 589-6469 February 27, 2019 Abercrombie's Land Services 5501 Emerson Avenue Ft. Pierce, Florida 34951 Re: 5025 Emerson Avenue Ft: Pierce, Florida Permit #: 1812-0023 KSM Project#: 190792-1d Dear Sir: Enclosed, please find the nuclear density test results performed on the house pad at the above referenced project. please feel free to contact our office. E-mail to: abercrombie5501@gmail.com Fax and Mail to: Saint Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 �lG�1t ' i117b\/i 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: KSMQKSMENGINEERING.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: February 27, 2019 KSM JOB #: 190792-1 d/ SS/jl PERMIT #: 1812-0023 CONTRACTOR: Abercrombie's Land Services JOB LOCATION: 5025 Emerson Avenue Ft. Pierce, Florida MATERIAL: Tan & Gray Sand with Some Clay ITEM TESTED: House Pad —1st Lift E615ATI�i_W ---- LOCATION DEPTH 'MOTS= PEN DRY -- MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------------------------------------------------- VALLIE- House Pad -15} Lift 1. S.E..::...10:5.:: •. ; 88 106.7 109.5 97.4 2. S.W;:,.: ... 33 104.3 95.3 3. Center 37 105.6 " 96.4 4. N.W. " 32`"" 104.1 95.1 5:-N.E. "' 41 107.5 98.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tip G! 1 t z%F;;1AVA 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 M CONTRACTOR: i JOB LOCATION J C� Soil Description Max. Dry Density: MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) February 26t", 2019 1812-0023 — House Pad Abercrombie's Land Services 5025 Emerson Avenue Ft. Pierce, Florida KSM JOB #: 190792-1p 111 r---T---,----I----r---T---, I I I I I I I I I I I I I I I I I I I I I 1104----+----a----1----+---4--- I I I I I I I I I I I I I I I I I I I I I log 1----J----J ---1----L---1---J I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1074----+----I----1----4---- — — — — I I I I I I I I I I I I I I I I I I I I I I 106�---------------------� 10 11 12 13 14 Moisture - Percent of Dry Weight Tan and Gray Sand with Some Clay 109.5 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 03/08/2019 16:02 7725896464 KSM ENGINEERING E 01/04 UP01A A%QILVA 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) 7SM488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C,A.: 5693 FAX (772) 589-6469 March 8, 2019 Abercrombie's Land Services 5501 Emerson Avenue Ft. Pierce, Florida 34951 ,per F2 AP �g9..09 Fo Re: 5025 Emerson Avenue sY%9 Ft. Pierce, Florida Permit #: 1812-0023 KSM Project#: 190792-2d Dear Sir: Enclosed, please find the nuclear density test results performed on the second and third lifts for the house pad at the above referenced project. any questions, please feel free to contact our office. •r,tnnmw E-mail to: abercrombie5501@gmail.com Fax and Mail to: Saint Lucie County Building Department Ronald G. Keller, P.E,: 37293 / SI Lic. No.: 660 I Julie E. Keller, P.E.: 08366 03/08/2019 16:02 7725896464_ KSM ENGINEERING PAGE 02/04 itOIL t i1QiYi 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 MELBOURNE 321 768-8488 FAX (561) 845-8076 www.@KSMENGINEERI ST. LUCIE (772) 229-9093 E-Mail: KSM@KSMENGINEERING.NET C.A.:5693 FAX (772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: March 51', 2019 KSM JOB #: 190792-2d/MH/cv PERMIT #: 1812-0023 CONTRACTOR: Abercrombie's Land Services JOS LOCATION: 5025 Emerson Avenue Ft. Pierce, Florida MATERIAL: Tan and Gray Sand with Some Clay ITEM TESTED: House Pad ---------------------------------------- TEST LOCATION DEPTH MOIS- PEN ---------------------------- DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------------------------- ----VALUE--- ------------ 2"d Lift 1. S.W. 12" — 24" 6.4 52 112.6 113.7 99.0 2. Center 52 112.4 98.9 3. N.E. 51 111.9 98.4 3rd Lift 4. S.W. 24" — 36" 6.9 51 111.3 113.7 97.9 5. Center 50 110.6 97.3 6. N.E. 50 112.5 99.0 Ronald G. Keller, P.E.: 37293 / SI Lic. No., 660 / Julie E. Keller, P.E.: 68366 03/08/2019 16:02 7725896460 KSM ENGINEERING PAGE 03/04 IV OIL t' i AQP4VL 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.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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) March 5`h, 2019 1812-0023 Abercrombie's Land Services 5025 Emerson Avenue Ft. Pierce, Florida KSM JOB #: 190792-2p 115T----T-- -1-----I----T_ _r --, I I 1 I I I I 1 I I I I I I 1 I I I I I I 1144----+----4----1----+----h----a 1 I I I I I 1 I I I I I I I I I I I I I 113 1----1---J---1--- I----1---J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I 1 I I Ill +----+---_a_..,—_I—_--4---- I I I I I I I 1 I I ! I 1 I I I I I I 1 I 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description, Tan and Gray Sand with Some Clay Max. Dry Density: 1137 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 960 / Julie E. Keller, P.E.: 68366