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C <br />i <br />T <br />i [ <br /> onstruct <br />on <br />echn cs <br />Services, Inc. , <br /> 3217 West Hampden Avenue <br /> Englewood, Colorado SOHO <br /> Phone: (303)783-9965 <br /> Fax: (303) 783-9964 <br />' <br /> GRADATION -SOIL & AGGREGATE <br /> Project No.: HA 01-012 <br />Sam <br />le ID: 704 Proj. Name: 25th Ave Slurry Wall -Greeley (27630-0 <br />L <br />b T <br />ch <br />PNA T <br />t D <br />t <br />5 <br />J <br />l <br />O1 Sampled By: <br />D <br />S HA <br />J <br />O1 <br /> p a <br />e <br />: <br />es <br />a <br />e: <br />- <br />u <br />- ample <br />ate: un- <br />28- <br /> Sample Location: HA-6H, H2 <br /> Soil Description: sandy clay <br /> AASHTO Classification: #VALUE! Group Index #VALUE! Checked by: (~ <br />Sieve Analysis (ASTM C I36 & AASHTO T 27) -#200 Wash (D 1140, C 117 & T I I) <br />sieve size accum. wt. (g) %retained %pass Spec's dish ID 81 <br />3" dish wt. (g) 145.4 <br />2" wet soil bef. wash + dish (g) '417.6 <br />1" dry soil bef. wash + dish (g) 376.3 <br />3/4" dry soil afr. wash + dish (g) 326.4 <br />1/2" -#200, % 21.6% <br />3/8" Moisture Content <br />#4 dish ID mn <br />#8 wt. of dish (g) 133.9 <br />#10 wet soil + dish (g) 434.9 <br /># 16 dry Soil + dish (g) 389.1 <br />#30 Moisture Content(%) 17.9% <br />#40 Atterberg Limi[s (D 4318 & T 89/I'90) <br />#50 Liquid Lunit (LL) NV <br />#100 Plastic Limit (PL) NP <br />#200 181.0 78.4 21.6 Plasticity Index (PI) #VALUE! <br />Total 230.9 grams ~ LL <br />Specification:' <br />I PI <br />Sp lit Gradation S ample Weigh ts Remarks: <br /> wet dry <br />Total wt. (g) <br /> <br /> <br /> <br />In-situ Uni[ Weight (for liner only) <br />diameter (inJ height (inJ sample weight (g) <br />diameter (inJ height (in.) sample moisture content °% 17.9° <br />diameter (in.) height (in.) dry sample weight (g) <br />diameter (inJ height (in.) wet unit weight (pcf) <br />avg. diameter avg, height in-situ dry unit weight (pcf) <br />R.v ~ .17/71/00 <br />