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HomeMy WebLinkAboutCompaction TestHeadquarters ,11345'U S` Highti+ay 1 'Sebastian, FL 32958 Orlando ` 723 Progress Wagr Sanford T,L 3277,1 PDATETESTED: CON7RACiUR` JOB LOCATION:; '-ITEWTESTED =: C 1 I' ENGINEERI---,. dB&IIM3 lt►li\\/iL AND TESTING Bhonet772 589 071 �SOILCOMPACTION REPORT'`, ASTM P 1557 and ASTM D 6938 �KSMengineenng ne G. n March 9,-2020 � 1 _ d�oq Q o0 "KSM JOB # •,:194047-1pd/MH%jo y A & G Concrete Pools Pad I 'PERMIT ,19ii)-,0 9 - ve; 2280Swe`etwaterDay NUCN,: 630 • Y... - Fort Pierce,,Flonda Nuc Model MC-10RP Blessing=.1g10226 . Nuc Seriatq:.. #306130 TEST LOCATION °OF SAMPLE • DEPTH' PEN; READ DRY DENSITY MAX. DRY' iPROCTOR VALUE- PERCENT ' c COMPACTION 1,S66thEnd- 0�11. 50° 108.4' 1104 z981 95:0%.+ 4'= .3'4 c50' 95:0 ti . S Southeast 0'-1` 50 • c 1079_ 1-10.4 797.3%-` 3'4 s50; ` = "' 95.0%+: 4 Northeast, 0'-1, 40., a106.3N _ 110:4 -96 3%;, 10: 1'-2' S45 ll ' 2'-3' '50' °.12. 31-41- -50 " `95.0%.+ ,Soilbescnoiion:� Brown Sand with:traces;of yi `112,0 'i ;l Clay and Sheil,Fragmehts .In Place Moisture:• _ G ',111 0 •—•I 4— I - I-,—,-� — - 613p'' Proctor Optimum Moisture:110.0 00I I` Proctor Max Dry Density: PC_ .E) I q =1 I 1 I I @ Test -Locations the Density &, Penetrometer reading indicate the 1 _ Degree,of Cornpaetion,Meets Minimum Required Y L for G1aM43� geckfjil 107.0 G— I 9 I I I `��' �'• .fR� SJGt:tt�` i. 9 •10 11' 12 13 14 15_ ; �' • ENS :,. Molsfure %'of Dry Weight, ryO% 683gg - i Disclaimer: Contractor. is. responsible to maintain the pool backfill in the, condition ,that KSM O•� OF, ;" , completed the Indicated. passed compaction test. ,r'�1 ��•`� KSM Is not responsible if the poolbackfill Etas been' altered from the approved.inspected condition. PE fi68 ,,. ,�••= "Sl b/2020' Email to St_'Luc'ie 8_ uilding Department abinningham@ahgpools com Proudly:§erving Flonda since'1990 j __ _ _