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Home My WebLink AboutKSM REPORTr 01/28/2019 17:59 7725896469 KSM ENGINEERING PAGE 03/03 KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC. MARTIN (T72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845.7445 ww .ksmengineering.net MELBOURNE (321) 768-808 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 COMPACTION REPORT ASTM 0 1557 and ASTM D 2922 January 24, 2019 1901-0350 Dave Golden Homes 2880 Johnson Road Fort Pierce, Florida KSM JOB # : 190403-1 d/SS/jjt Sf �Ilk �q �zbw TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0"-12" 48 110.2 111.4 98.9 2. Center 46 107.4 96.4 3. N.W. 45 106.6 95.7 r 7 .Soil Description: Brown Sand with Trace of Clay in Place Moisture: 7.9 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.4 P,C.F. Q Test Locations The Moisture - % of Dry Weight Fax and mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 d.01/28/2019 17:59 7725896469 KSM ENGINEERING PAGE 02/03 ZIP C lk r< A%F;pm KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7756 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712 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 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 January 25, 2019 1901-0350 Dave Golden Homes 2880Johnson Road Fort Pierce, Florida ITEM TESTED 2nd Lift for the House Pad TEST LOCATION OF SAMPLE 1- N-E. 2. Center 3. S•W' Soil Description: Brown Sand with Trace of Clay In Place Moisture: 8.1 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.4 P.C.F. Test Locations The KSM JOB # : 190403-2d/SSfjt PEN DRY MAX. DRY PERCENT DEPTH READ DENSITY PROCTOR VALUE COMPACTION 12" - 24" 44 107.0 111.4 96.1 " 47 109-4 98.2 47 109.7 98.5 113.0 - W E 1 112.0�.._.j_.._�._.._j.._-�.._..T.. -. G H I I I I I T P I I I I I I C 110.0 .- .�—.. r._.._�._.. �.._ .._... I I I I 1 1 F I I ( I I D 109.0 L.._.i_.._i._.._i._..i.-_.. i ..^... I R I I I I I Y I I I I I 108.0 8 9 10 11 12 13 14 Moisture - % of Dry Weight Fax and mail to: St. Lucie County Building Department Ronald G. Keller, P-E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 r 01/28/2019 17:59 7725896469 KSM ENGINEERING PAGE 01/03 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.ksmongineeriing.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9098 CA.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 January 25, 2019 1901-0350 Dave Golden Homes 2880 Johnson Road Fort Pierce, Florida ITEM TESTED Final Lift for the House Pad KSM JOB # : 190403-3d/SSlt REce1Veo JAN 2 9.7019 Pe S'tuipCPe tent TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1- S.W. 24" - 36" 46 108.1 111.4 97.0 2. Center 43 106.3 95.4 3. N.E. 50 110.0 98.7 Soil Description: Brown Sand with 113.0 I I I I I Trace of Clay w I I I I I In Place Moisture: E I I I I I 9.3Percent 1 112.0•— _j._..�.._..T.._... G I I I I I I Optimum Moisture: H I 11.4Percent T111.0I I I.._.. .._... P I ( I I I Max_ Dry Density: I 111.4P.C.F. c 110,0 ?—••—•�—•• I I I 1 _.._�._..i.._ .._.. 1 @ Test Locations The F 1 I I 1 Density & Penetrometer Readings Ine 109.0 �— _.,_..—.. _.._,._..�.._....._... ,�1CAW, „ D I I I 1 I I Degree�pf I�plKr1'i4gtets R I I I I I Minirnlh�� . �,�F''., Y 1 I I I I forl;Tnslgkerh oun tiQp 108.0 8 9 10 11 12 13 14 Moisture - % of Dry Weight and mail to: St. Lucie County Building Department Ronald G. Kelle , RE.r 37293 / SI Ue. No.: 86o / Julle E. Keller, P.E.: 68366 Tie G! 1 t iNL-3A & � VC1 1 CD Ce'Ul CIrUMD Q. FA- IA/11 11AhA CAI!_`IK.±K _ LE-roCOT 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 — January 25, 2018 PERMIT # CONTRACTOR JOB LOCATION 1901-0350 Dave Golden Homes 2880 Johnson Road Fort Pierce, Florida KSM JOB # : 190403-3d/SS/jt SQ4�N t? ocsve'o St tug e y FE6 210 County oeQe�me�t ycke &ov ITEM TESTED Final Lift for the House Pad TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.W. 24" - 36" 46 108.1 111.4 97.0 2. Center 43 106.3 " 95.4 3. N.E. 50 110:0 It 98.7 Soil Description Brown Sand with 113.0 I 1 I I I Trace of Clay W In Place Moisture: E 9.3Percent 1 112.0-F••_.I_.._J._.._i._..�..—..T.._... G Optimum Moisture: H 11.4 Percent TI- 111.0—..—.�_.._.j._. _i.—.. Max. Dry Density: p I 111.4 P.C.F. C 110.0 �.._.i—.. .j._..—i.—.. i.._ .._.. @ Test Locations The F I Density & Penetrometer Readings In I I I I I 109.o L.._.._.._.._.._..._....._...�...... •'q1gi%W1the ,, D j I I I I I Degree of repi} e%lpets Minirg0� : •.,�F •., ..p , forins�ke�• oun tioQ C Y I I I I I 108.0 �• — �— •—r—••—r•—••—r••—••r••—•• N0.68366 8 9 10 11 12 13 14 Ropecifully Su brnitted: Moisture - % of Dry Weight and mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 rr r, 9 nr;jlva K E LLE-R-,-S C H-L-E-I CH E-R-&-Mac-W-I-L-L-I A M-E N G-1-N-E-E-R I-N G-AND fE-S-T 1 N G; -1 N C 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 COMPACTION REPORT ASTM D 1557 and ASTM D 2922 January 25-2019 1901-0350 Dave Golden Homes 2880 Johnson Road Fort Pierce, Florida ITEM TESTED 2nd Lift for the House Pad KSM JOB # : 190403-2d/SS/jt TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N. E. 12" - 24" 44 107.0 111.4 96.1 2. Center 47 109.4 98.2 3. S.W. 47 109.7 98.5 Soil Description: Brown Sand with Trace of Clay In Place Moisture: 8.1 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.4 P.C.F. @ Test Locations The 113.0 I I I I I W E I I I I I 1 112.0�.._.I_..—i._.._i._..�.._.. f.._... G I H 111.0 C 110.0 :—.._.i_.. .I._.._i.—.. �.._ ..—... F I I I I I D 109.0 L.._._.._........................ I R I I I I I Y 8 9 10 11 12 13 14 Moisture - % of Dry Weight Fax and mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TIPCILS JL%17r&V& E-L-L-E-R—S GH-L-E I CH-E-R-&-M a e W-I-LL-I-A-M-E-N G-1-N-EE-R-1-N G A-N-D-T-ES TFN G—I-N C. 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: KSMCKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED — PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 January 24,, 2019 1901-0350 Dave Golden Homes 2880 Johnson Road Fort Pierce, Florida ITEM TESTED 1 st Lift for the House Pad KSM JOB # : 190403-1 d/SS/jt TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. W - 12" 48 110.2 111.4 98.9 2. Center 46 107.4 96.4 3. N.W. 45 106.6 95.7 Soil Description: Brown Sand with Trace of Clay In Place Moisture: 7.9 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.4 P.C.F. @ Test Locations The 113.0 W I I I I 1 E 1 112.0—.I—..—�.—..—�.—..�.._..�..—... G I H I I I I I T 111.0—..—.:_.._:._. —:.—.. .._.._ . P I I I I I —•� C 110.0 ..—.�—.. :.—.._�.._.. �..— I F I I I I I 109.0 L..—.�—..—�._..—�..—.. �..—.. .._.. D I I I I I I R I I I I I y 108.0 8 9 10 11 12 13 14 Moisture - % of Dry Weight Fax and mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366