The URL can be used to link to this page

Home My WebLink AboutKSM SOIL REPORT07/31/2015 16:31 77258Q96F9 KSM ENGINEERZ PAGE 01/03 .. Tie C 1L Z. A%QM KELLER, SCHLEICHER 8, MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) "7-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689.0712 PALM 6845.74d5 www.ksmongineering.net MELI30URNE (321) 768-8488 FAX (56845.8876 8458876 E-Mail: KSWKSMENGST. LUCIE (.72) 229-9093 C.A.: 569) 3 INEERING.NkT FAX (772) 589-6469 July 31, 2015 Sealrite Pavers 665 4th St. Vero Beach, FL 32962 Re: Atlantic Hardscape Project 6261 N. U.S. Highway 1 Fort Pierce, Florida Permit #: 1502-0099 . KSM Project#: 151581-1d Dear Sir: SCANNED BY St. Lucie Countv Enclosed, please find the nuclear density test results performed on the footers for the wall at the above referenced project. ael free to call. Fax and mail to: St. Lucie County Building Department Fax to: 772-567-2383 RECEIVED JUL41 2015 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366 07/31/2015 16:31 7725819 KSM ENGINEERINN* PAGE 02/03 spC1 It A%&_JIAvi 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 (551) 845-7445 www,ksmon moerin net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM4OKSMENGINERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 689.6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: July 30, 2015 PERMIT #: 1502-0099 CONTRACTOR: Sealrite Pavers JOB LOCATION: Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida KSM JOB #: 151581-1d/ESfjt MATERIAL: Orange Sand ITEM TESTED: Footers for the Wall ------------------------_ TES7 LOCATION DEPTH __--------- MOIS- ---- DRY --.------------------ MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION VALUE 1. N. E. 0" —12" 7.4 108.1 109.0 99.2 2. Center 106.9 98.1 3_ South 108.0 " 99.1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366 07/31/2015 16:31 772580 KSM ENGINEERI�* PAGE 03/03 IVC!Ikt RF7iYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589.0712 PALM BEACH (561) 945-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-BB76 E•Mail; KSMOKSMENGINEERING_NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: July 30, 2015 KSM JOB #: 151581-1p PERMIT #: 1502-0099 CONTRACTOR: Sealrite Pavers JOB LOCATION: Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida 110T—__-1---T---r---1----T---r---1 I I I 1 I I 1 I I 1 I I 1 I I I I I I I I l I I I I I I I I I I a I I I I I 1 I O ti 1 1 1 I 1 I 1 I v 1 I I I I I I I F I I I I I I I I I I I I 1 I I I I I I I I 1 I I I 107---+------1---+---h---i I I I I 1 f I I 1 I I I 1 I I I 1 I 1 I I I i I I 1 I l I 1 I I 106---------�---�--- — _� ---� 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: Orange Sand Max. Dry Density: 109.0 P.C.F. Optimum Moisture: 12.4 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366 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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 July 31, 2015 Sealrite Pavers 665 4th St. Vero Beach, FL 32962 Re: Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida Permit #: 1502-0099 KSM Project#: 151581-1d Dear Sir: SCANNED BY St. Lucie County Enclosed, please find the nuclear density test results performed on the footers for the wall at the above referenced project: eel free to call. JCN)L Fax and mail to: St. Lucie County Building Department Fax to: 772-567-2383 RECEIVED AUG 06 2gn Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 1 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: July 30, 2015 PERMIT #: 1502-0099 CONTRACTOR: Sealrite Pavers JOB LOCATION: Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida KSM JOB #: 151581 -1 d/ES/jt MATERIAL: Orange Sand ITEM TESTED: Footers for the Wall -------------------------------------------------------------- TEST LOCATION DEPTH MOTS- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION -------------------------------------------------------------- VALUE 1. N. E. 0" —12" 7.4 108.1 109.0 99.2 2. Center 106.9 98.1 3. South 108.0 99.1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 r� VA'r (0Ik R 1%LJA L 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: Optimum Moisture: Julie E. Keller, P.E. MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) July 30, 2015 1502-0099 Sealrite Pavers Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida KSM JOB #: 151581-1 p 110T--,---T---F —1---T---r---, I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I 109-4---— — — -4 I I 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 108 I _ 1 ___I I I I F 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 107i----I---+---F--——— +— — —F— —--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 106—4--- —4 10 Orange Sand 109.0 P.C.F. 12.4 Percent 11 12 13 14 15 16 Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 A%LaAVL. KELLER, SCHLEICHER & MacWILLIAIVI ENGINEERING AND TESTING, INC. MARTIN (772) 437-7755 RO ' 'BOX 781.377, SEBASTIAN, FL 32978-1377: SEBASTIAN(772)589-0712 PALM BEACH. (561) 845-7445 Wvvw.WnehgiFieeringmet MELB0tjRNE (3211768-8488 FAX (561).845-8876 E-Mail: KSM@KSMENG . INEERINGNET ST. LU61E 02i 229 -9093 C.A.: 5693 FAX (772).589-6469 RECE11.: - D FEB 15 ZgI7 July 3l,,201.5 SCANNED BY Sealrite Pavers St. Lucie County 665 4th St. Vero Beach, FL 32962 Re: 'Atlantic HardscapePr9ject 6261 N. U.S. Highway 1 Fort -Pierce, Florlda Peftlt#, 1602-0099 KSM-Project g: 1515810d Dear Sir. Enclosed, please find the nuclear, density test results performed. on' the4opters for the', wall.at the.above referenced project questions, please feel free to call. p WX W"' JErjjt : ........... Fax and mail to: St. Lucie County .Building Department Fax to: 772-567-2383 Ronald G. Keller,.RL:37293/S1 Lic. No.: 860 / Julie E.Keller, R E.: 68366 0 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AN,D TESTING, INC. MARTIN (772) 337-7755 P O. BOX 78-1377-, SEBASTIAN,. FL 32978-1377 SEBASTIAN p.2) 5.89-0712 PALM BEACH 1561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768.-.8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr Sr. WCIE (772) 229-9093 C.A.: 5693. FAX (772)58976469. SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: July 30, 2015 KSM JOB A 151581-1d/ESf)t PERMIT #. 1502-0099 CONTRACTOR: Sealrite Pavers JOB LOCATION: Atlantic Hardscape Project 6251 N. U.S Highway 1 Fort Pierce, Florida MATERIAL: Orange Sand ITEM TESTED: Footers for the Wall TEST LOCATION ---------------------------------------------- DEPTH MOTS- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION . . VALUE 1. N.E. 0" —12" 7.4 108.1 109:0 99:2 2. Center 106.9 " 98.1 3. South " 108.0 99.1 Ronald G. Keller, P.E.: 37293 / SlUc. No.: 860 / Julie E. Keller, P.E.:.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 wwwAsmengineering.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: f% U: d a x MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM. D 1557) July.30, 2015 1502-0099 Sealyde Pavers Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida KSM JOB #: 151581Ap 110 T----I---T---r----I---T---r---� 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 1 I I I 109-4----4----4— 4---I----4 108----- I 1 I I I I I I I I I I I I• I 107 F-----t---H---i--.--F'---F =—=1 I I I I I I I I I I I I I I I 1064----4 --- 4—'----4------4—`--4 9 10 11 . 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: Max. Dry. Density: Orange Sand 109.0 P.C.F. Optimum Moisture: 12A Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 IV OIL - R17i�/i KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND ETEsSATING INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 846-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 February 26, 2016 Sealrite Pavers 665 4th St. Vero Beach, FL 32962 Re: Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida Permit #: 1502-0099 KSM Project #: 161581-2d Dear Sir: Enclosed, please find the' nuclear density test results performed on the compacted foundation fill at the above referenced project. Should,yplul hangrany questions, please feel free to call. ESKA E J E Fax and mail to: St. Lucie County Building Department Fax to: 772-567-2383 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 V C1lk t A%GPIAYi 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: February 251°, 2016 KSM JOB #: 151581-2d/MH/aj PERMIT #: 1502-0099 CONTRACTOR: Sealrite Pavers JOB LOCATION: Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida MATERIAL: Brown Sand ITEM TESTED: Compacted Foundation Fill ------------------------------------------------ TEST LOCATION DEPTH MOTS- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ----------------------------- -------------------------------- VALUE 1. North End 0" —12" 13.7 113.3 116.2 97.5 2. East Side 113.1 " 97.3 3. West Side 115.2 99.1 4. Southwest Side " 115.9 99.7 5. Southeast Side 114.9 98.9 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 R11171YA 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: PERMIT #: CONTRACTOR: JOB LOCATION: L Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. February 251h, 2016 1502-0099 Sealrite Pavers Atlantic Hardscape Project 6251 N. U.S. Highway 1 Fort Pierce, Florida KSM JOB #: 151581-2p 117 T----I----1----I----r----7---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 116-----t---�-- —I--- t---+--- 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 115�---�---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 114--------------i--------� Brown Sand 116.2 P.C.F. 11.2 Percent 10 11 12 13 14 Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366