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' f <br />i <br />C <br />T S <br />i <br />` <br /> onstruction <br />ec <br />ln cat <br />erv <br />ces, Inc. <br /> 3217 West Hampden Avenue <br /> Englewood, Colorado 30110 <br /> Phone: (303) 783-9965 <br /> Fax: (303) 783-9964 <br />' <br /> GRADATIOtY - SO[L & AGGREGATE <br />' Project No.: HA 01-012 <br />69S <br />S <br />l <br />ID Proj. Name: 2Sth Ave Slurry Wall -Greeley (27630-0 <br />t D <br />L <br />b T <br />JWA T <br />t <br />h <br />5 <br />J <br />l <br />O1 Sampled By: <br />S <br />l HA <br />01 <br />2 <br />J <br /> amp <br />e <br />: a <br />ec <br />es <br />a <br />: <br />e: <br />- <br />u <br />- e Date: <br />amp un- <br />8- <br /> Sample Location: HA-9, S2 <br /> Soil Description: sand & clay <br /> AASHTO Classification: A-6 Group Index 4 Checked by: p <br />Sieve Analysis (ASTM C 136 & AASHTO T 27) -#Z00 Wash (D 1140, C 117 & T 11) <br />sieve size accum. wt. (~) %retained %pass Spec's dish ID out <br />3" dish wt. (g) 147.0 <br />2" wet soli bef. wazh + dish (g) 320.8 <br />1" dry soil bef. wash +dish (~) 294.8 <br />3/4" dry soil afr, wash + dish (~) 219.0 <br />I/2" -#200, °/a 71.3% <br />3/g" Moisture Content <br />#4 dish ID polo <br />#8 wt. of dish (g) 227.9 <br /># 10 wet soil + dish (g) 528.7 <br />#16 dry soil + dish (g} 483.6 <br />#30 Moisture Content (%) 17.6% <br />#40 Atterberg Limits (D 4318 & T 89/1'90) <br />#SO Liquid Limit (LL) 27 <br />#100 I Plastic Limit (PL) 12 <br />#200 72.0 48.7 51.3 Plasticity Index (PI) 15 <br />Total 147.8 grams ~ LL <br />Specification~~ <br />PI <br />Sp lit Gradation S ample Weigh ts Remarks: <br /> wet dry <br />Total wt. (g) <br /> <br /> <br /> <br />In-situ Unit Weight (for liner only) <br />diameter (in.) height (in.) I sample weight (g) <br />diameter (inJ height (inJ sample moisture content % 17.6% <br />diameter (in.) height (inJ ~ dry sample weight (g) <br />diameter (in.) ~ height (-mJ wet unit weight (pct <br />avg. diameter avg. height in-situ dry unit weight (pcQ <br />Rev.: - I <br />