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HomeMy WebLinkAboutSoil Compaction Reportf Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 DATE TESTED: JM WW1k.ArENG1NEER1kW tll SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 January 20, 2020 CONTRACTOR: TNT Builders JOB LOCATION: 6310 Arapahoe Street Ft. Pierce, Florida Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net KSM JOB #: 200317-1d/DJ/ct RECEIVeD JAN I 1 2010 Permitting Department St. Lucie County ITEM TESTED: Compacted Foundation Fill TEST LOCATION PEN DRY MAX. DRY PERCENT DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1. N.W. 12" - 24" 40+ 107.9 111.7 96.6% 2. N.E. 40+ 108.7 1197.3% 3. Center 40 106.8 95.6% 4. S.E. Soil Description: Brown & Tan Sand with Traces of Clay In Place Moisture: 8.2% Optimum Moisture: 11.0% Max. Dry Density: P.C.F. 111.7 @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required for Unstaked Foundation " 37 106.6 •M +�ro elk •`�� 1/21/2020 Ema(I'to:.;GWYllders@comcast.net if 95.4% 113.0 I I I I I I W - . E I I I I I I I k I I I I I I G 112.0 H - T I I I I I I 111.0—..—.�—..——..—�.—.—...1..—..� P I I I I C 110.0 •�—..—.1—.I.—..—� — .�.. ..�..—..I F I I I I I I I I I I I D 109.0-r—..—.1—.. i.—..—f.—..y..—.. —..1 R I I I I I I Y I I I I I I 108.0..—.;—..—.;.—..—�.—..�..—..T..—..; 8 9 10 11 12 13 14 Moisture - % of Dry Weight Disclaimer: Contractor is responsible to maintain the tested area in the condition that KSM completed the indicated passed compaction test. KSM is not responsible if the tested area has been altered from the approved inspected condition. Proudly Serving Florida since 1990 � S„�ia$tidn, 33A�. .a �� iSebaStiall ���29�7�8; `E Ilk Ems' ., ..a 723��rsgrs11/ay C7[ fgiL"co -,* , '!IN RE ORT < OR t, a KSl gene ng net ter: e �r 1an>�a alb, PER1 trA 1 Li3 89� 4 , .. .-_-a_ a (y l'�G1; C ,7EITS�Et ComPa�cted.+dtin11 _,; _ tacR�ons. i" i?E:1� :©Ry1F _ _ PERCE�ttT" tccs�M I.'- _ _. .-� Al'— �li 9 Browtr}' , TT S nd writ G:, 1 Q ., T,xaif,Cfa -nPuceMo to T 8 r F P Qp�atlrtt [itloistur�a mix-, Dfy Dd4it : PAP. eJ`r i4^`�'.2.atr..:.n °Y°.z+..ar„r ��' .,,zrvew+ �n+*ii �:; �Fr•a'nS- "' f... cs �Y.�a;,i s .s:,s�an «.w° as _.txw.__. . rw.°*..�^ �.�i �`,... ;::.;tt^°s N . ..r-• e _a _ a�v..e RY. l ' .. _.. �? ., l ' � d Der[s�r kftn r�ome er= r 5 .r;..r«. •*:r^a m!+� x iQ=41It 14 1 w A`t(lOisttlt'e.=r�'°!a o�Dry Yi(8i�hf: a _ Girt"tl COi -f d {? 'CS i#*Oi.1SI6t ww tinat t 1` M AN WN idi Oat 'IMM '� = ��oipt�fe�kie i�"d�c�.%ctparss�d com�ac��t;Ftestr. r�M �s�"�o� res�o�tsFbteg if t�.e %s`�e� acea� figs been: R n rv` ,igwoly Seoh"o Ftoi is sirieaa � 9 . u