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FORM 0554 REPORT NO. <br /> CO'LORAD( vARTMENT OF TRANSPORTATION 207 <br /> PROJECT No. <br /> PRELIMINARY SOIL SURVEY NHCX287-1(21) ATEADS <br /> NOTE: If samples are submitted leave sieve analysis seotlon blank SUBACCOUNT 92993 <br /> STATION AND LOG TEST NO. DESCRIPTION MAX. PERCENT PASSING CLASSIFICATION <br /> LIQUID PLASTIC AND MOISTURE Mt <br /> S 3' 4" p M 1 _GROUPN • P S I <br /> M.P.107.E S.S. <br /> 0'-9.76' 15 3LD MAT NO SAMPLE p� �j 9.75'-20.6' 16a D SAMPLE t6A I.00 9 15 5 I 1 - p 3 <br /> 883 <br /> 20.8•-36' 168 AAY SAMPLE 168 100 q 6 80 G 3(o 20 -6 10 3 803 <br /> EPRESENTS MATERIAL FROM M.P.107.75 TO M.P.107 <br /> M.P.107.0 N.B. <br /> 0'-9.75' 16 LDMAT NO SAMPLE <br /> 9.76'-28' 16A 3AND SIMILAR TO SAMPLE 15A <br /> 28'-36' 168 XAY SIMILAR TO SAMPLE 158 L ,O a O <br /> EPRESENTS MATERIALS FROM M.P.107.25 TO M.P.1 .76 V <br /> M.P.106.5 S.B. <br /> 0'-8.5' 17 LD MAT NO SAMPLE <br /> 8.6'-20' 17A D SIMILAR TO SAMPLE 15A <br /> 20'.38' 17S Y SIMILAR TO SAMPLE 168 Ill o SO <br /> EPRESENTS MATERIALS FROM M.P.106.75 TO M.P.1 .76 <br /> M.P.100.0 N.B. <br /> 0'-7.75' 18 PEPYRES <br /> AT NO SAMPLE <br /> 7.76'-18' 18A SIMILAR TO SAMPLE 16A r�- O <br /> -883 <br /> 18'-36' 18B SIMILAR TO SAMPLE 16B '78 G• I O O <br /> ITS MATERIALS FROM M.P.106.25 TO M.P.10 i.76 <br /> M.P.105.E S.B. <br /> 0'-8.25' 19 LD MAT NO SAMPLE <br /> 8.25'-20' 19A iAND SIMILAR TO SAMPLE 16A _ - WL <br /> co32 <br /> 20'-36' 198 AAY SIMILAR TO SAMPLE 168 I 3803 <br /> EPRESENTS MATERIALS FROM M.P.106.75 TO M.P.10 i.25 <br /> M.P. 105.0 N.B. <br /> C-Q• 20 LD MAT NO SAMPLE <br /> 9'-20.5' 20A 3AND SIMILAR TO SAMPLE 15A <br /> 20.5'-36' 208 LAY SIMILAR TO SAMPLE 158 A <br /> I 3 <br /> EPRESENTS MATERIALS FROM M.P.105.28 TO M.P.10 1.73 <br /> M.P.104.5 S.B. <br /> 0'-11' 21 3LO MAT NO SAMPLE <br /> 11'-23' 21A 1AND SIMILAR TO SAMPLE I5A <br /> 23'-38' 218 XAY SIMILAR TO SAMPLE 188 <br /> EPRESENTS MATERIALS FROM M.P.IK75 TO M.P.1 25 SJ <br /> STAFF MATERIALS <br /> D.O.T.FORM#55 <br /> DISTRICT DESIGN C, il92 <br /> DISTRICT MATERIALS ENGINEER <br />