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HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT60ANNE11 e7V BY e Ludos County UP C 1 t A%L_j J ML KEL ER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTI 1 (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM FAX TEACH (561) 845-7445 1) 845-8876 www.ksmengineering.net MELBOURNE (321) 768-8488 ST. LUCIE (772) 229-9093 (56 E-Mail: KSM@KSMENGINEERING.NET C.A.: 5 93 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DA IE TESTED August 21, 2018 KSM JOB # : 182837-1d/SS/cv PE # jJO -7 D:5 q CO IMIT TRACTOR D & M Concrete APPOnVE L JO i LOCATION 2210 Sneed Road I Fort Pierce, Florida ITE I, TESTED Compacted Foundation Fill for the Garage Pad EST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE I! READ DENSITY PROCTOR VALUE COMPACTION 1. IJ.W. 0" - 12" 42 110.3 112.8 97.8 2. Ir, .E. 1.3. 43 112.4 99.6 enter 41 109.2 96.8 4. �� . E. 37 107.8 95.6 5. �� .W. II 39 108.6 96.3 Soi �I Description: Brad n Sand In Ilace Moisture: 6.8 Percent Op�imum Moisture: 11.0 Percent Ma . Dry Density: 11 �.8 P.C.F. @ "rest Locations The De iisity & Penetrometer Re dings Indicate the De �� CVf% plf t paction Meets for p . Readi s Taki to Natural Grade. act 6fib i 22 Ji e ler P • Jd t..6099 ` �, VPi � 67 W 114.0 E G 113.0 H T I I I I I ! I I I I I p 112.0 C I ! I I I I F 111.0 i °•—••. ! I ! I ! I I I I I D 110.0 _.1—..—.I.—..—I.—..J..—.. —.._ R I I ! I I Y I I I I I 109.0 8 9. 10 11 12 13 14 Moisture - % of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 08/24/2018 09:53 7725896469 KSM ENGINEERING PAGE 01/01 I KELL ER, SGHLEICHEFt &. Pd1acV%i4LLiAM ENGINEERING AND TESTING, INC. MARTIN (772) 337 ; F; RO• BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBA.STIAN (77Z) 589•-0712: PAW BEACH (551) 8 -7445 mlm�d,ksn�z"t Tsiht`1:r1:�t MELBOURNE (321) 7'6M488 FAX (561) 845-88743 K•406V: ICsN'G;?MaMF<<Itii NGcI IRJ�,�IEt ,. L.Ur;fL- 1772) 229-9093 0,A,; 5595 FAX (7 7P) 569-6.469 SOIL CO MPACTIONREPORT ASTM D 1557 and ASTM b 2922 DATE TESTED : August 21, 2018 KSM JOB # : 182837-1d/SSlcv PERMIT # CONTRACTOR JOB LOCATION : 1807-0590 © & M Concrete RECEz/ED AVG.2 4 7A18 Permittin9 De art St' Lucie Coun men ITEM TESTED ' Compacted Foundation Fill for the Garage Pad ty TEST -LOCATION DEPTH * DEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 2210 Sneed Road Fort Pierce, Florida 1. N. W. 0" - 12" 42 110.3 112.8 97.8 2. N.E. " 43 112A 99.6 3. Center " 41 109.2 96.8 4. S.E. 37 107.8 95.6 5. S.W. 39 108.6 96.3 Soil Description: Brown Sand In Place Moisture: 6-8 Percent Optimum Moisture: 11,0 Percent Max. Dry Density: 112.8 P.C.F. r'a Test Locations The Densely & Penetrometer Readings Indicate the De%ggjofj1�pr)paction Meets to Natural Grade, se b .i �ler P 44 67 `��i�frrcrtt��' W 114.0 1 1 1 1 1 1 E I I I 1 ( l I I I I I I I H ..I_.._.•I — I l 1 I I I I I R i Y 8 9 10 11 12 13 14 Moisture - % of pry Weight i ,, L1W E. K&1Jer. RE.: 68366