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L It <br /> Project No. 90161a,e <br /> 7 June 1990 <br /> G" BORING NO. 1 <br /> LOGGED BY•�C—DAA DRILLED 6 1 '90 -BORIN DIAMETERr-- <br /> MISC. <br /> .2! LAU <br /> s m S SOIL DESCRIPTEOhI r �Q RESULTS <br /> Q <br /> Asphalt Apprck. tely 4 <br /> 1 A roximatel 4" ML <br /> w ! Red brown sandy clayey SILT, damp, <br /> loose 6 <br /> 1-1 <br /> u 2 a <br /> k <br /> 3 <br /> Bulk A <br /> r 4 <br /> -.� 5 <br /> t 6 g y ver silt CLAY,1-2 Light brown sandy, Y Y CL54103 21 Asphalt <br /> Aggregatedamp, hard <br /> in sam le <br /> �b <br /> E , o j <br /> ! F' TEST BORING TERMINfiTED AT 6.5 FEE <br /> 8 <br /> iz <br /> 1 <br /> 9 <br /> I <br /> l <br /> ! <br /> !G <br /> ! <br /> I 1 <br /> 1 <br /> 1+IGUM NO. Z LOG OF TEST 130 1`IG <br /> YOUNYGDAH L <br /> R�� &ASMICIATHS INC. <br /> uan.ennoeuwuwu..ini <br />