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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 /> <br /> <br /> <br /> <br /> <br />Project Number: <br />Project Name: <br />Lab ID Number: <br />Sample Location: <br />Description: <br />HA O1-012(27630-002) <br />Misc Lab (25th Avenue Slurry Wall Project) <br />903 <br />AASHTO Classification: <br />Date: 30-Oct-01 <br />Technicain: MCH <br />Reviewer: 6 <br />A-6 Group Index: 3 <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 ID <br />3" dish mass, g 164.2 <br />2" wef soil bef. wash + dish, g 464.6 <br />1" dry soil bef. wash+dish, g 411.9 <br />3/4" dry soil aR. wash+dish, g 285.3 <br />1/2" -#200, % 51.1° <br />3/8" Moisture Content <br />#4 dish ID bsc <br />#8 mass. ofdish, g 145.2 <br />#10 wet soil +dish, g 311.5 <br />#16 dry soil + dish, g 282.3 <br />#30 Moisture Content (%) 21.3% <br />#40 Atterberg Limits (D 4318 & T 89/T90 <br />#50 Liquid Limit(LL) 31 <br />#100 Plastic Limit (PL) 19 <br />#200 121.1 48.9 51.1 Plasticity Index (Pq 12 <br />Total 247.7 grams LL <br />ecif'ication• <br />S <br />Pan p <br />PI <br />Split Gradation Sample Mass Remarks: <br /> wet dry <br />Total Mass, g <br />+#4 Mass, ° <br />-#4 Mass, g <br /> <br />In-Situ Unit Mass <br />diameter, in. height (in,) sample mass, g <br />diameter, in, height (in.) sample moisture content, % 21.3% <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 (pct) <br />Rev. ?, 10/10/01 <br />CONSTRUCTION TECHNICAL SERVICES, INC. <br />C.radatiort <br />