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Wynnpage North 1-LR030721 JUL-22-2003 11 33 P 01 Texas CMT, Inc. Construction Materials Tcstinj; and Environmental Consulting - 10044 Monroe Drive Dallas, Te"lCas 75229 (214) 352-6957 Fax (214) 352.6972 www.texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL DensIty Report No 8 (203-0125) Method' ASTM 02922 D3017 0698 Pal/:e I of I Client. Stirling - Wainscott Matcrial DC$CN.tion MMimum Olltimum Dry Moistw"e Density Content ProJect Wynnpage North (LbslCuFt) Pc[(;cnl Test Date July t 7, 2003 1 Dark Brown CIllY w/occu.onal calcareous nodul~ 105.0 l74 Rt:por1 Date July 21,2003 ReqUIred DenSity (%) 95 - 105% Required MOisture (%)- Optimum + Mar LocallonlElevarion l~ndior) loII1 In-Place In.PI~ee Percent T~<t No. Dry DensIty MOisture CompaclIon ",,0 (LbslCuft) Content (%) Probe Depth I Retest # 19 22 106.5 17.5 1014 6" I Retest # 20 23 106.5 15.8 " 1014 6" I Rc:test # 21 24 1060 209 1009 6" * Test results do not meet project specificattons cc Mr Mark Wainscott - ~t"hng -Wamscott '\llr R lek O'OcIl - City of Coppell . Fax' 972-304-3570 Jc..r 1..~klll"Ol"': Il..l....t" .t", I",' './'11l1 u.;.l....,\\: U/lt I" iJow: fO!.lI:'Tllll' "'l..m [.lh1~ :r.ru ..J.Wc:UI.lU rhc QM" ul ~~ ~mcm....' l~t:"II:',,,,t prlAr \If1':l"''''' 'i'l""':7no.. 0.., It'llr'~ ..N ~ponl"N"'J lIl"llV 1o:1lhc: aarnplc tC"lI,.nj IIr...Ji\'of ...~, WW'C IlQI "t'WaMnly 1f\r1~IIW ,..rljo,.....lolllnl'I"... ,r.f'!"oo'...onlIV'.l..T>lIu..cr.'m'!.,'i"!'w....... F~rn .01 .. pages Dale Co.!Oept Co phone 11 a~# JUL-22-2003 11.34 P 02 Texas CMl; Inc~ ConstrUction Matcnals Testice and Environmental Cocsulting 10044 Monroe Drive Dallas. rexas 75229 (214) 352-6957 Fax (214) 352.6972 www texascmt.COm REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density ReDor( No.9 (203-0125) Method. ASTM D2922 03017 0698 Pa2e 1 of I Client. Stirling. Wainscott Materi~1 De~"plo(ln Maximum Opllmwn Dry MOIsture D<:nsi ty Conlcnr Project" Wynnpage "Ilorth (Lb~Cufl) Percent Test Date July 18, 2003 1 I)Mrk. Brown Clay W/OCCJl5ional calcareous nodules 105.0 174 Report Date' July 21. 2003 Required DensIty (%) 95 . 105% Required MOisture (%). Optimum + Mat '-ocalion/EJe~atlon \anll!or) Lift In-Place In.Place Percent Test No Dry Density Moisture Compal;llon No. (LbslCuFt) Content (%) Probe Depth I Retest # 23 25 1069 167" \01 8 6" ! Retest -# 25 26 1023 18 1 974 6" * Test results do not meet proJect specifications ~IIJr:";~T.I"''''..J r""f'iU'16~!"" ':""C'~dUoll~IoIIC'w lJJt~lllmU'l...r.nrn:r.,In::.~ l1v::wac!:'fc:... rwmt lnlotPttc(lo~....,ow rn......,.,~.~!. o.l~ .n.J rq.<It'U '~lyOll'Yl"'~ ,j !.hI; qU~II,..:~i~'"Il ur .~retLLy 1.J17.1I~lll.:lr ~Ir".,jl.: :~""~lJ ce_ Mr Mark Wainscott. Stirling -Walhscoll Mr RIck O"Del!. City ofCoppell- Fax: 912-304-3~'O TOTRL P 02