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HomeMy WebLinkAboutKSM SOIL COMPACT REPORTHeadquarters C1 Maling U.S: Highway 1 t ENGINEER['" I PO Box78-11377 Sebastia11345 FL. 32958 jri AND TESTING Sebastian, FL. 32978 Orlando Ili Phone: 772589-0712 Phone: 723 Progress Way C.A.# 5693 Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net ASTM D 1557 and ASTM D 2922 DATE TESTED: December 30, 2019 KSM JOB #: 195235-1d/DJ/jo PERMIT #: AIL 264'i�n SCANNED RECEIVED CONTRACTOR: TNT Builders BY St. Lucie County JOB LOCATION: 3000 Brocksmith Road FEB 0 7 2020 Fort Pierce, Florida ST. Lucie County, Permitting ITEM TESTED: Compacted Foundation Fill TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1. N.E. 0" - 12" 37 107.9 110.6 97.6% 2. N.W. 35 106.9 96.7% 3. Center 37 108.2 97.8% 4. S.W. 33 106.2 96.0% 5. S.E. 35 108.1 97.7% 112.0 I I I I I W 1 E I I I I I Soil Description: Brown Sand I G 111.0 I I I I I I I ................. I I I H In Place Moisture: T 110.0 I I I I 11.7% P Optimum Moisture: I I I I I 12.0% 109.0 I_.._.j _.j._.._G._..�.. .. j.._..j Max. Dry Density: P.C.F. F 110.6 I I I I @ Test Locations The D 108.0 ` .._.1_.._.j._.._f._..1..—.. .._..i Density & Penetrometer Y Readings Indicate the 107.0 ••—•;—••-9•— •—?•—••�• — T••—••; Degree of Compaction Meets 9 10 11 12 13 14 15 Minimum Required — -- tut for SkztWh Tun�aa'fi'dr� Moisture - % of Dry Weight .lP Fps Y50 FEB 7 2020 isclaimer: Contractor is responsible to maintain No, 8 he tested area in the condition that KSM Permitting Departmentcompleted the indicated passed compaction test. St. Lucie County, FLISM is not responsible if the tested area has been u� `•.•° ����`z Itered from the approved inspected condition. V. tBTT Cap .�` NAL�o`� Ill ilw0% 1/28/2020 Email to: St Lucie Building Department; tnt_builders@comcast.net Proudly Serving Florida since 1990 r w: �Headr r, �1 ju[ r ® p `� INGINEEF 11345U.S'H ;11345 U:S H(gMvay 1 ,:, Sebastian FLi 32958 'l/i AND TES1 723 Progress Way I u a 41,% SOIL COMPAMON REPORT' - rSenf6rd cFL 32779 ASTMD 1557 a�td:AS* D1022 r VATETESTED' ' Detember30 2019 t r = PERMSIT##,. r( 1910.0264 CONTRI ACMR TNTBulfders} a" r -JOB LOCATION - rr i 3000 Brodcsmith Road - _ 1 _st Fort Fibr(da r Plerce iTEMTESTED , 3-- - Compaeted.Foundat(on FA.'..... _ ' 7EST.lOCATION PEN ;J DRY M6 SAMPLE`. .:DEPTH N i READ PROGfOR .` :OF ; „DENSITY ;' - 1 - 3. Center` W 4- S.W, J i Soil Description + Brown *d - In Place Moisture 11.7% t r. J Optimum Moisture: 120%- t- r. . r, Max. Dry Density. P.C.F. , 1106 '. Test Locations The Density.& Penetrometer' Readin$sIndicate the - Degree of Compaction Meets' ", Minimum Required fbr5ta`kk d fQrndati�ip.�, Emafittitistik(ABudd I 35 sF;� G 1069C� -108.1 33 L 106.2 rc 354 -r c 108.1' ` L. eL .- ` E1 G' 1110 j H T` P, 1100� ly (— F rY R . T - l' Y 1670_ - 1 J 9 10 Disclaimer. _== tiletestec completed KSM;ii; not f a3tered froi st naifrtiant�fnR htiltder_sf�ccsmcastnef -- y f P© BoX78-1377r iy Nk� Sebasban, FL 32978 ed,7 - Phone 72589 071 :r 7 6A#5693 KSM&n_g'- 'in net Cl- t i i t 1 jfl p � Bit 5 Udje County° f L r a DRY .. f 'PERCENT '-^ i r AWE (P C Fj "- COMPAC11ONd� = ` 97.6% , a, r - 96:796 , u ' ' 877%1 i t_ 1 Ij r G 1, I I, 1 .12 13 14 t 16 ffe .3b of Cry Weigh ; brttractor is responsiblerto maintain area in; that. con6ltiori- that. ,KSM i. s ee{'fniflcaied_,passed _compaction test +spt risible If the testedwarea has been the approved Inspected condition qI a . -I