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Denton Tap L2R BA-LR 970812
ALPHA TE'--ING, INC. ZZO~ Wlgcort~,,,, ~[. Suite 100 Dallas, Texas 75229 (972) 620-8911 Client:_Su~erior__Structural .._S¥_stems, Cp_~pi~___I 1, __TX. ....... Project Name: GTm'm~tics Om[er, COpl~l 1, 'IX Our Report No.: 97445-2 ..... Date:_08/12/97 135 Soil Classification: ......... REDDISH BR(:~--~IDY' CLAY (CL) ........... ~- Soil I.D. Number: 1 Test Method: ASTM u-o~o 130 ~ = I i Maximum Dry Unit Weight: ....... ll.J~5 pcf i i ~ ' Optimum Moisture Content: % ~ ! ~ SAMPLE LOCATION: Property access rd. sta. 8+50. 12o ~ ! I RI=PORT OF MOISTURI= DI=N$1T¥ ' i RI::LATIONSHIP OF $OI!_ ~ i" : · ...... ~ ZERO AIR VOIDS CURVES 95 ' FOR _i .i' : i ' SPECIFIC GRAVITIES OF 90 : i i i 2.70 0 5 10 15 20 25 30 35 40 ~ ~-~/~" MOISTURE CONTENT - %~__~_D_a.v~id/lm;~er CG010'33-20