Laserfiche WebLink
I, <br />1 Construction Technical Services, Inc. <br />3217 West Hampden Avenue <br />Englewood, Colorado 80110 <br />Phone: (303)783-9965 <br />' Fax: (303)783-9964 <br />GRADATION -SOIL & AGGREGATE <br />Project Number: HA 01-012 (27630-002) Date: 30-Oct-Ol <br />Project Name: Misc Lab (25th Avenue Slurry Wall Project) Technicain: i MCH <br />Lab ID Number: 904 Reviewer: <br />Sample Location: HA-25, Composite S2, S3, Overburden ~ <br />Description: Dark Brown, Moist, Clay and Sand <br />AASHTO Classification: A-6 Group Index: 4 <br />Sieve Analysis (AS TM C 136 & AASHTO T 27) -#200 Wash (D 1140, C 1 17 & T 11) <br />sieve size accum. mass, g % retained % passing Spec's dish ID pin <br />3" dish mass, g 162.5 <br />2" wet soil bef. wash + dish, g 670.5 <br />I" dry soi[ bef, wash + dish, g 594.I <br />3/4" dry soil aft. wash + dish, g 397.6 <br />1/2" -#200, % 45.5% <br />3/s" Moisture Content <br />#4 dish ID scum <br />#8 mass. of dish, g 134.1 <br />#10 wet soil +dish, g 386.9 <br />#16 dry soil + dish, g 348.9 <br />#30 Moisture Content (%) 17.7% <br />#a0 Atterberg Limits (D 4318 & T 89/T90 <br />#50 Liquid Limit(LL) 33 <br /># 100 Plastic Limit (PL) 17 <br />#200 235.1 54.5 45.5 Plasticity Index (Pn 16 <br />Total 431.6 grams eciFcation:' LL <br />S <br />Pan p <br />PI <br />Split Gradation Sample Mass Remarks: <br /> wet dry <br />Total Mass, g <br />+#4 Mass, g <br />-#4 Mass, <br /> <br />In-Situ Unit Mass <br />diameter, in. height (in.) sample mass, g <br />diameter, in. height (in.) sample moisture content, % 17.7% <br />diameter, in. height (in.) dry sample mass, g <br />diameter, in. height (in.) wet unit mass (pct) <br />avg. diameter avg. height in-situ dry unit mass (pcQ <br />Rev.?, IO/10/01 <br />CONSTRUCTION TECHNICAL SERVICES, INC. <br />Gradation <br />