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Home My WebLink AboutKSM SOIL REPORTTr C'► f AR17M 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.ksmenginearing.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 April 27, 2015 Brad Schuh Summit Construction 2837 Flight Safety Drive Vero Beach, Florida 32960 Re: North Hutchinson Island Waste Water Treatment Plant 3251 North A1A 14AY - 1 2015 Public Works St. Lucie County, FL Fort Pierce, Florida Permit #: 44994)W Xso/- 02o3 KSM Project #: 141846-9d Dear Mr. Schuh: SCANNED BY St. Lucie County Enclosed, please find the nuclear density test results performed on the sidewalk around the EFI building at the above referenced project. any questions, please feel free to call. No. E-mail to: brad(dsummitcm.net Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 trcy�� i117M 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: April 24, 2015 KSM JOB #: 141846-9d/ESfjl PERMIT #: 1409-0106 CONTRACTOR: Summit Construction JOB LOCATION: North Hutchinson Island Waste Water Treatment Plant 3251 North AIIA Fort Pierce, Florida MATERIAL: Brown Sand ITEM TESTED: Sidewalk around the EFI Building --------- TEST LOCATION DEPTH MOIS- PEN ------------------------ DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------------------------------------VALUE --------------- 1. S.E. 0" —12" 6.4 44 109.1 110.8 98.4 2. S. Center 48 110.3 99.5 3. S.W. " 46 109.3 98.6 4. W. Center " 48 109.7 99.0 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl a 19 &%FJzVi 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 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION O u: U a: H 2 C0 FE MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) Apri124, 2015 1409-0106 Summit Construction North Hutchinson Island Waste Water Treatment Plant 3251 North A1A Fort Pierce, Florida KSM JOB #: 141846-9p 112 T---T----i----I----r----T--- 1 I ! I I I I I I I I I I I I I I I I I I 111 4----4-----1----1----4-----4----4 I I I I I I I I I I I I I I I I 1 I I 110J----1---J---I----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 109T---T—--1----I----r--- ---, I I ! I I I I 1 I I I I I I I I I I I I 108 4----+----a---- I --------- 4----1 I I 1 I I I I I ! I I I I I 1074--------4----1----i---4----4 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description Max. Dry Density: Brown Sand 110.8 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl O 1 s JN16JAW 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. ksmeng ineering.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 February 25, 2015 Brad Schuh Summit Construction 2837 Flight Safety Drive Vero Beach, Florida 32960 Re: North Hutchinson Island Waste Water Treatment Plant 3251 North A1A Fort Pierce, Florida , �� t Permit #: 9486- KSM Project M 141846-8d Dear Mr. Schuh: — 6 Zp3 :SCANNED BY St. Lucie County Enclosed, please find the nuclear density test results performed on the EFI building pad at the above referenced project. any questions, please feel free to call. No. E-mail to: bradCaD-summitcm.net Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 *rcrILN R17jYi 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 24, 2015 PERMIT #: 1409-0106 CONTRACTOR: Summit Construction JOB LOCATION: North.Hutchinson island. Waste Water Treatment Plant 3251 North A1A Fort Pierce, Florida KSM JOB #: 141846-8d/SH/jl MATERIAL: Very Light Brown Shelly Sand ITEM TESTED: EFI Building Pad ------------------------------ TEST LOCATION ---- DEPTH MOTS- ----------------------------------- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------------------------------VALUE --------- 1. S.E. 0" —12" 8.9 42 107.3 107.4 99.9 2. Center 41 106.8 99.4 3. N.W. 41 106.5 99.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tdr019 L%LJIVi 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 wvvw.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 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION Soil Description: Max. Dry Density: MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) February 24, 2015 1409-0106 Summit Construction North Hutchinson Island Waste Water Treatment Plant 3251 North A1A Fort Pierce, Florida KSM JOB #: 141846-8p 108T_ T--7---i---,---r---T--_T —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 106t--t--�----I---N--t —�--� I I I I I I I I I I I I I I I I I __I __ I __ I ___I 105 I I I I I I I I 1 I I I I I I I I I I I I I I I I I 104-1---J- _4_1---I---I----4----4---A I I I I I I I I I I 1 I 1 I I I i i I i 1 I I I 103-r---r---r----I---1---r--T--7---1 I I I I I I I I I I I I I I I I I I 102�----------�---�----�--� 10 11 12 13 14 15 Moisture - Percent of Dry Weight Very Light Brown Shelly Sand 107.4 P.C.F. Optimum Moisture: 11.8 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366