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FORM rf864REPORT NO. <br /> ICOLORADC :PARTMENT OF TRANSPORTATION 207 (yd) <br /> PROJECT NO. <br /> PRELIMINARY SOIL SURVEY NH(CX)-1(122) AWALSENBURG NORTH <br /> NOTE: If samples are submitted leave sieve analysis.section blank. "ACCOUNT <br /> PERCENT PASSING CLASSIFICATION <br /> STATION AND LOG TEST NO. DESCRIPTION MAX LIQUID PLASTIC AND MOISTURE Mr <br /> SIZE 3" 3/4" 1 UP S I <br /> M.P.110.6 S.B. <br /> 0'•10' 9 D MAT NO SAMPLE <br /> 10'-15• 9A OY GRAVEL SIMILAR TO to 2 Q 2 C 00 <br /> 0. <br /> 16'-3r 9B SIMILAR TO IS ��/ ` 1 JQW <br /> EPRESENTS MATERIALS FROM M.P.110.75 TO M.P.11 .76 fa 1 <br /> M.P.I11.0 N.B. <br /> 0'•11.5' d LD MAT NO SAMPLE <br /> 11.5'•2Y 6A DY GRAVEL 41MIL AR TO 1A <br /> 2Y•36' SS Y SIMILAR TO 1 B _�` 0 I <br /> EPRESENTS MATERALS FRPM M.P.110.75 TO M.P.11 .75 <br /> M.P.110.0 N.B. <br /> W•10.25' 10 LO MAT NO SAMPLE <br /> 10.26'-15• 10A DY GRAVEL SIMILAR TO IA Q I 0 <br /> 16'-36' tOB YSIMILAR70IS I <br /> EPRESENTS MATERIALS FROM M.P.11015 TO M.P.10 1.75 <br /> M.P.109.E S.B. <br /> 0'•10' 11 LD MAT NO SAMPLE <br /> 10'•16• 11A MDY GRAVEL SIMILAR TO IA 2� NI - <br /> 16'-36' 11B YSIMILART0IB L <br /> REPRESENTS MATERIALS FROM M.P.109.75 TO M.P.10 1.25 <br /> M.P.109.0 N.S. <br /> 0'•9.5' 12 LD MAT NO SAMPLE <br /> 9.6'•19' 12A 9ANDY GRAVEL SIMILAR TO 1A O <br /> 19'•35' 120 Y SIMILAR TO 1 B 9 9. <br /> REPRESENTS MATERIALS FROM M.P.109.25 TO M.P.10j 1.75 1 1 <br /> M.P.108.6 S.B. <br /> 0'•10' 13 X0 MAT NO SAMPLE <br /> 10'•22' 13A DY GRAVEL SIMILAR TO to Z- Q i }� <br /> 22'•36' 139 LAY SIMILAR TO IS Z-6 tJ <br /> EPRESENTS MATERIALS FROM M.P.106.76 TO M.P.10 125 <br /> M.P.106.0 N.B. <br /> 0'•9.5' 14 L O MAT NO SAMPLE <br /> 9.6'•20' 14A ;ANOY GRAVEL SIMILAR TO 1A O 21500 <br /> 20'-36' 14B Y SIMILAR TO 18 <br /> _ I tJ <br /> REPRESENTS MATERIALS FROM M.P.108.25 TO M.P.1 .75 <br /> STAFF MATERIALS IN C.D. I FORM# <br /> DISTRICT DESIGN 55 <br /> 11W <br /> DISTRICT MATERIALS ENGINEER <br />