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S• <br /> FORM#554 REPORT NO. <br /> COLORADL =,-ARTMENT OF TRANSPORTATION 207 (1/-) <br /> PROJECT NO, <br /> PRELIMINARY SOIL SURVEY1P �!? 'h° �3• Z-- NH(C)()287-1(122ATEAOS <br /> NOTE: tf samples are submitted leave stave anal la seotlon blank ISLGAOCOUNIT <br /> STATION AND LOG TEST NO. DESCRIPTION MAX PERCENT PASSING CLASSIFICATION <br /> SIZE 3" # LIQUID PLASTIC AND MOISTURE Mr <br /> « 3/8 4i <br /> M.P. 113.2 S.D. PSI <br /> 0•-r i DLO MAT NO SAMPLE <br /> r•1s' 1A OYGRAVEL SAMPLEIA 100 99 9Z 55 2 N N -Z-� 0 2150p <br /> IV-3r 15 Y SAMPLE IS lo0 99 9 1 61 3. o -2-j, I 9 <br /> EPRESENTS MATERIALS FROM M.P.113.3 TO M.P.11 <br /> M.P. 113.0 N.B. <br /> 9 HE <br /> 0'-6.5' 2 LO MAT NOSAMPLE <br /> 6.61•11.6' 2A DY GRAVEL SIMILAR TO 1A 0 1�� <br /> 11.5'•3r 28 Y SIMILAR TO iB 1 <br /> EPRESENTS MATERIALS FROM M.P.113.1 TO M.P.112. <br /> M.P.112.E S.B. <br /> 0' 9' 3 0 MAT NO SAMPLE <br /> 3A OY GRAVEL SIMILAR TO to -2.- a 2 150 a <br /> 21'-3r 3B Y SIMILAR TO IS -G.rj-/�O I 9 <br /> EPRESENTS MATERIALS FROM M.P.112.9 TO M.P.11 5 <br /> M.P 1127 N.B. <br /> A6• 4 XD MAT NO SAMPLE <br /> 11.6'-19.25' ILANDY GRAVEL SIMILAR TO to _ _ O 2.1500 <br /> 1225'-3r AB Y SIMILAR TOIS _ rj� — <br /> EPRESENTS MATERIALS FROM M.P.112,75 TO M.P.11 .6 G_ <br /> M.P 112.6 S.B. <br /> 0'-10' 6 XO MAT NO SAMPLE <br /> 10'-36' 6A 3ANDY GRAVEL SIMILAR TO to - O 215 oo <br /> EPRESENTS MATERIALS FROM M.P.112.6 TO M.P.11 <br /> M.P. 1120 N.B. <br /> 0'-10.75' 8 D MAT NOSAMPLE <br /> 10.75'-19.6' BA IANDY GRAVEL SIMILAR TO IA - /Q 21500 <br /> 19.5'-36' 68 XAY SIMILAR TO 1 B <br /> EPRESENTS MATERIALS FROM M.P.112.25 TO M.P.11 .75 <br /> M.P.111.6 S.B. <br /> 0'•11' 7 XD MAT NO SAMPLE <br /> 11'•�0' 7A IANOY GRAVEL SIMILAR TO IA _ _ Q 21 0 <br /> REPRESENTS MATERIALS FROM M.P.111.75 TO M.P.11 -0.75 <br /> DISTRICT DESIGN <br /> C.D.O.T.FORM#55 <br /> OISTRiCT1MATERIALS,.ENGINEER , <br /> 1/92 <br />