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Wynnpage North 1-LR030410 APR-10-2003 14:32 P.01 Texas CM't Inc~ Construction M-terials Testing and En'lironmetal Consulting 10044 Monroe Drive Dallas, lexas 75229 · (214) 352,69;7 Fax tll4) 352,6972 www texascmt.COln Test Rcport Date. MOISTURE DENSITY RELATIONSHIP REPORT Apnl 10, 2003 ProJcct No. 203-0125 Chent: StIrling-Wamscott MOIsture Report No 1 Sample Date April 2. 2002 ProJect. Wynn page North I dent! ficatton M01sture Densny Relationship T CSt Procedurc' Tcst Result!l: ASTM D698 Method Optimum Me)! ',ture Content Maximum DensIty Ramn1er Type Matenal Descnption Matenal Ongin Moisture Preparal10n Procedure Liquid Limit Plastic Limit Plastlcity Index Percent Passing No 200 U S. Sieve A 1 7 4 percent 105 0 pounds per cubiC toot Manual Dark Brown Clay w/occa~lonal . calcareous nodules Southern entrance AIr Dry 56 15 41 75 Technician - AT Dale .of ~ ~ From Co. Pf1ane It Fax' ..4r.- -- - .d:f. ld. 1lIC! IlSe of OIlllWll~ m\l$.ll'ecei\'C 0Il1 plior wtiUen appro""!. Our lettCTI "nd reportS apply "ulies of app;m:nd)' identical or ~ltnilar products. APR-10-2003 14'32 P.02 Texas ~CMl; In,c<~ Construction Matenal$ Te~tillg and Environmental Con$ulting 10044 Monroe J)nvc .. Dallas. Texas 75229 (21.:) 352.6957 · Fax (2 U) 352.6972 WWv. .tex3scmt.cOm REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL R o d Dens It V eDOrt No. 1 (203- 125) \1etho . ASTM D2922 D3017 0698 Page I of I Cllellt: Stirling. WaiD$Cott Mill.,;al Descripj,ion \.i3~in1 um Optimum Dry \t1.01.!t,lul'(: DelIsi!)' ('~ntC'm PrOJect: Wynn page North llbslCuFtl l'er~cnl Test Date' April 9, 2003 I. Dark BrowlI ClilY w/oc:&:a5iuQld C;llc"rellU\ nodule5 IO~.O 11.4 Report Date' April to, 2003 RC4U1red Density (Q/~) '95 - 105% Required M01sture (%1: Optimum + M31 Lo\;illl\)nIF.k....all'~n IJndlor) L,Il In.I'I.lCC In.l'lilr... Percent r~l \/0. Dry tkn.. ly \h:n~lur~ ( I \rnr~l(lU\H "",. ,Lb..C'ul'll ( oI1L;':I\( [~t,) I'rob.: Depth 1 X" watcr lme - I' below b'Tadc 1 W\:st of bUll ding pad 997 ~.t6 .. 949" 6" I S" sanitary sewer lme - J' below gradc 2 \\lest of blllIdtng pad 104 'I 1114 100 () 6" l S" sanitary sewer Ime . 2' below grade J West ofhuiJdmg pad IOS U 21.~ 1005 6" I S" sat1ltary sewer Ime - I' below grade '* West ofbUlldmg pad 999 21 8 95 I 6" * Tcst res~lts do not meet project specIficatIons IX' Mr Mark Wainscott - Stirhng . Wainscott Mr RIck O'Dell - City of Coppell - Fax: 972-304.3570 1~k:1"Uld..,..,. ~ Iiw "'DIIo,;hul~C _tN'INi......u tU'....NIrm IMY ;n~_ \bt WlCu~uur ~I'RUJ r\ltoCNC:UW..,;.:.t ~ ~aJ, t turl~i~ ~~;lf1i'IYl"'IYh' U'lc:"'m1"'~t.,~u:rJ.~~',... ~AIllC1'te\l.&Pll,J""IIr.:CD~t, w.l~... l...u.:~.nf&JWnal'''~(JI;t(",IN~ TOTAL P.02