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Gibbs Station 2-LR 931011 (7)
ALPHA TES%,,~IG, INC. 2209 wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Client: Gibbs Station, LTD, C/O Heath & Knight Prop. NameG. ibbs Station Phase I I, Coppel 1, Texas Project Our Report No.: 93384-26 Date:10/ ll/ 93 LIME STABILIZED TAN AND BRCI4N SANDY 135 Soil Classification: .... CLAY WITH CALCARECUS NODULES (CL) '. Soi[ I.D. Number: 1L Test Method:ASTM D-698 130 ' ' ! ' Maximum Dry Unit Weight: 102.8 pcf ' ' ' 18.6 ' ' · Optimum Moisture Content: % ' , Liquid Limit 38 % Plasticity Index 9 125 .......... --i , ~ LOCATIOn: Pave~r~nt subgrade along Gibbs ............ , Crossing @Sta. 17+00. ,2o , , REPORT OF MOISTURE DENSITY ,.. RELATIONSHIP OF SOIL 115 , ~ , ~ i 110 : ; ............................ 105 , ' ' ; , I 95 , , , ZERO AIR VOIDS CURVES ! FOR , ' ~ I , , ~ ' ' ! SPECIFIC GRAVITIES OF I , ~ . . +-,--,-4- ..... ' 2.80 90 ! ' ! ' ' , I , 2.70 ; · , ! .... 2.60 85 ! , .... I il, I ' t- ....... i -?-- ! ~--~ .... , - ~ , 75 ,,, , I 0 5 10 15 20 25 30 35 40 45 '""' Davf~ MOISTURE CONTENT - % .--' t-tner ,.