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i~ <br />Construcrion Technics[ Services, Inc. <br />3217 West Hampden Avenue <br />Englewood, Colorado 80110 <br />Phone: (303)733-9965 <br />Fax: (303)783-9964 <br /> <br /> GRADATION -SOIL & AGGREGATE <br />Project No.: HA Ol-Ol2 Proj. Name: 25th Ave Slurr;r Wall -Greeley (27630-0 Sampled By: <br />Sample ID: 665 Lab Tech: MCH Test Date: 27-Jun-O1 Sample Date: n/a <br />Sample Location: HA-5, S-4 <br />Soil Description: drk. bm. moist very silty sand w/ gravel <br />AASHTO Classification: <br />A-4 Group Index 0 <br />Checked by: ,~S~ <br />Sieve Analysis (ASTM C 136 & AASHTO T 27) -#200 Wash (D 1140, C 117 & T 11) <br />sieve size accum. wt. (g) %retained %pass Spec's dish ID jwa <br />3" dish wt. (g) 3li.9 <br />2" wet soil bef. wash + dish (g) 706.0 <br />1" dry soil bef. wash + dish (g) 641.5 <br />3!4" dry soil aft. wazh + dish (g) 507.0 <br />1/2" -#200, % 41.1% <br />3/3" Moisture Content <br />#4 ~ dish ID elk <br />#8 wt. of dish (g) 225.9 <br /># 10 wet soil + dish (g) 753.6 <br /># l6 dry soil + dish (g) 666.6 <br />#30 Moisture Content (%) 19.7% <br />#40 Atterberg Limits (D 4318 & T 89/T90) <br />#50 Liquid Limit (LL) 25 <br />#100 Plastic Limit (PL) 17 <br />#200 193.1 58.9 41.1 Plasticity Index (Pn 8 <br />Total 327.6 gams ~ LL <br />Specirication•: <br />' PI <br />Sp li[ Gradation S ample Weigh ts Remarks: <br /> we[ dry <br />To[aI wt. (g) <br /> <br /> <br /> <br />In-situ Unit Weight (for liner only) <br />diameter (in.} height (in.) sample weight (g) <br />diameter (in.) height (inJ sample moisture content % 19.7% <br />diameter (in.) height (inJ I dry sample weight (g) <br />diameter (in.) height (in J wet unit weight (pct) <br />avg. diameter avg. height in-situ dry unit weight (pcf? <br />