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HomeMy WebLinkAbout07020150 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required For Unstaked Foundation * Pen. Readings Taken to Natural Grade. Respectfully Submitted: DATE TESTED PERMIT # CONTRACTOR JOB LOCATION . ITEM TESTED TEST LOCATION OF SAMPLE 1. S. E. 2. S.W. 3. Center 4. N.E. 5. N.W. Soil Description: Brown Slightly Silty Slightly Clayed Fine Sand I n Place Moisture: 11.3 Percent Optimum Moisture: 11.5 Percent Max. Dry Density: 110.5 P.C.F. April 6, 2007 0702-0150 JOB # : 700943 -1 d/JL/clm Norman Construction RECEIVED APR 1 2 2007 7100 Plumosa Lane 7/148/11, Lakewood Park Fort Pierce, Florida Compacted Foundation Fill Public Works St. Lucie County, FL DEPTH * PEN DRY MAX. DRY PERCENT READ DENSITY PROCTOR VALUE COMPACTION 0" - 12" 185 1 09.1 110.5 98.7 12" - 24" 170 107.3 " 97.1 24" - 36" 165 107.0 " 96.8 36" - 42" 165 " 95.0+ 0" - 12" 180 108.8 " 98.5 112.0 1 . W I I 1 1 1 I E ' , , , , · 111.0 -t- - - - -1- - - - -t - - - - -1- - - - t - - - - + - - - - . I . . . , , . G 1 I 1 1 I I H'" · T 110.0 +- -- - -!- - - - ~ -- - -!- -- - 1 - - - ~ -- - _ I 1 1 1 P I i I I i . 109.0~----.-- --;-----.---- C I I I . . . I I 1 I F 108.0 -.- - - - _,_ - - - -. _ _ _ _ _,_ _ _ _ I I 1 1 I . , . D I I I 1 I 107 0 ..!.- - - - -'- - - - ....! - - - - -'- - - - - - - - ~ _ _ _ _ , R · 1 I 1 1 I y . . , , I 1 I 1 1 106.0 ~ - - - -;- - - - ~ - - - - -;- - - - , - - - - ..;.. _ _ _ _ I 8 9 10 11 12 13 14 Moisture - % of Dry Weight Ronald G. K Ie Fax To: 77 - Deliver Co