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Home My WebLink AboutKSM REPORT - 1-8-19JMIaiva �i� LOP,vKELLER SCHLEICHER & MacWILLIAM ENGINES I Y. MARTINI (772) 337-7755 P.O. BOX 78_1377, ,EBASTIAN, 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 PERMIT # CONTRACTOR JOB LOCATION January 8, 2019 1810-0400 B & D Grading and Land Clearing 8359 Calumet Court Port St Lucie, Florida KSM JOB # : 190116-2d/MH/ct SCq c RECEIVED JAN . 2 8 2019 �'10 a C007t Y Permitting Department St. Lucie County ITEM !TESTED 1 st Lift for the Guest House Pad TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 50 104.5 108.9 96.0 2. N.E. go50 106.7 111 98.0 3. Center if50 105.9 97•2 4. S.W. of50 106.0 97•3 5. S.E. It50 104.9 96.3 Soil Description: Brown Sand In Place Moisture: 7.9 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 108.9 -P.C.F. @ Test Locations The Density & Penetrometer Readings Idt�°t°rA� Degree+: Uns e' l,foundation o No.68366 Rem -#�rll g ate ' ed: c W 110.0 I I I I I E I I I I I I I I I I I I I G H 109.0 T I I I I I I I I I I P I I I I C 108.0 F I I I I I I I I I I 107.0 _.i_.._.�_.._i.—.. �.._.. �.._.._ D R I I I I I I Y I I I I I I 9 10 11 12 13 14 15 Moisture - % of Dry Weight sl ICKiAt4�091y4 Is,�°� all to: g�r�ding@att.net � d mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TAP 0IL9 iMIJA i KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTINJ(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 1567 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION January 8, 2019 1810-0400 B & D Grading and Land Clearing 8359 Calumet Court Port St Lucie, Florida KSM JOB # : 190116-3d/MH/ct r7 RFC��D pe""�/tti�?��9 St ng <`cie c v„,t, edt ITEM NESTED Final Lift for the Guest House Pad TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N. W. 12" - 24" 50 106.6 108.9 97.9 2. N.E. 1150 104.9 1196.3 3. Center 50 106.9 98.2 4. S.W. 50 105.9 97.2 5. S.E. If50 104.2 95.7 Soil description: Brown Sand W 110.01 I I I I I E l I I I I I In Place Moisture: I I I I I I I 8.6 Percent G H 109.0 _—.._.�._.._1._..J._.. Optimum Moisture: T I I I I I I I I I 12.0 Percent P I I I I Max. Dry Density: 108.0 4— — _ .. �. _ .. � 108.9 P.C.F. I I I I I I F I I I I I @ Test Locations The I Density & Penetrometer D _ 107.0 Readings Indicate the R I I I I I I Degree of Compaction Meets Y Minimum RgquiRed4iQ;,s�� 64i 106.0 Unstak9 ��efocIA C� . 9 10 11 12 13 14 15 .a N..••GE SF•. °Q °° Re �e �I�' •�' �' mitt d: • Moisture - % of Dry Weight 36 PErPAM-0.e .41 Email Q�` I ra;CP e Fax and �rfiraj P, County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 01/14/2019 17:35 77258964co KSM ENGINEERING PAGE 02/03 44 T4rs% Ar > LAVL KELLER, SCHLEICHER 8� M;�cWIL.LIAM ENGIIF�i�,�1N NG rNC. MARTIN (772) 337,7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www�ksmengincoring.n�# MELBOURNE (321) 768-8488 FAX I(561) 845-8876• E-mail: KSM@KSMENGINEERING.NET ST. LUCI1= (772) 229-9093 G.A.% 5693 SOIL COMPACTION REPORT FAX (772) 569-6469 ASTIIA D 1557 and ASTM D 2922 DATE TESTED : PERMIT # CONTRACTOR JOB LOCATION TESTED TEST LOCATION OF SAMPLE January 8, 2019 1810-0400 B & D Grading and Land Clearing 8359 Calumet Court Port St Lucie, Florida 1 st Lift for the Guest House Pad KSM JOB # : 190116-2d/MH/ct R lAN � 5'►�19 permStlt. toCent Lucie Cu DEPTH PEN DRY MAX. DRY PERCENT READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 50 104.5 108.9 96.0 2. N. E. IF50 106.7 9198.0 3. ,Center 50 105.9 If 97.2 4. S.W. 50 106.0 " 97.3 5. S.P. 50 104.9 it96.3 Soil Description: Brown Sand In Place Moisture: 7.91 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 10$.9 P.C.F. @ Test locations The Density & Penetrometer Readings IJOWW PON100r Deree,�fi �ti�b s Minirr,rx�N•. �Q Unslike�Li,-Poundation '+ IF No. 683fi6 y a r ReS,ffxrll Subrt. . L W 110.0 I I I I I E I I f 1 i I I G - H 109.0 1—..—.L—._^�.—.._�..,...�......_ T I f I 1 P I I I I C 108.0 I-.._.1�.. �._.._�._..�. _..1.._... E I I I I I R I I I I I I Y I I I I I I 106.0 9 10 11 12 13 14 15 Moisture - % of Dry Weight .,WrO��t1c. ading@att.net mail to: St. Lucie County Building Department Ronald G. Keller, PE.: 37293 / SI Lic. No.: $60 / Julie E. Keller, i?E.: 68366 . 01/14/2019 17:35 77258964aQ KSM ENGINEERING PAGE 03/03 Ar jUTA 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 PAX (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 PERMIT # CONTRACTOR JOB LOCATION January 8, 2019 1810-0400 B & D Grading and Land Clearing 8359 Calumet Court Port St Lucie, Florida KSM JOB # : 190116-3d/MH/ct RECEIVED JAN 1.5 1014 permitting Departmer• St, Lucie Countv ITEM TESTED • Final lift for the Guest House Pad TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. 'N•W 12" - 24" 50 106.E 108.9 97,9 2. N.E. 1150 104.9 96,3 3. ;Center If 50 100,9 98.2 4, S.W. if 50 105.9 97.2 5. S. E. IF50 104.2 95.7 SOIL Description: Brown Sand In Place Moisture: 8.6'Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 10819 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Reaidveddioy Email Fax a d'36 vil w 110.0� 6 I 1 I I 1 I H 109.0 .�_.._ �._.._i._.._I •�-.J.-�•. T 1 I ( I I I I I I I P 108,0 4—..-..1_.. �._.._�._...�. ..�.._.._ I I 1 I I I F I I ! I I I I I I 1 p 107.0 r .�_.._.� _.._E._..i.._.. {.._.._ R I I I I I I Y I I I I I 9 10 11 12 13 14 15 Moisture - % of Dry Weight j"� 6,Iofd County Building Department Ronald G. Keller, P.E.: 37293 / 81 Lic. No.: 860 / Julie E. Keller, i.E.: 68366