Laserfiche WebLink
J.A. Cesare & Associates, Inc. / Construction Technical Services C <br />7108 South Alton Way, Bldg. B MLARE? <br />Centennial, Colorado 80112 •.w w?oanra. see '2%. vd <br />Phone: (303) 220-0300: Fax: (303) 220-0442 G,s.?A..,'..- <br />GRADATION - SOIL & AGGREGATE <br />Project Number: D08.261, Brierley Associates LLC (07038) Date: 26-Nov-08 <br />Project Name: Ready Mix Annex Technician: mjb <br />Lab ID Number: 822638 Reviewer: W. S. Bruce, S.E.T. <br />Sample Location: BA-14 0-10 Feet <br />Description: SAND, clayey, moist, brown <br />AASHTO _'NI 145 Classification: A-6 Group Index: <br />Unified Soil Classification System <br />(ASTNI D 2487): ( SC) Clayey sand <br />Sieve Analysis (ASTtiI C 136 & AASHTO T 27) 4200 Wash (D 1110. C 1 17 & T 11) <br />sieve size accum. mass, g % retained % passing Criteria dish ID d <br />3" dish mass, g 164.1 <br />2" wet soil bef. wash _ dish, ; 686.5 <br />V dry soi! bef. wash + dish, g 624.5 <br />3i4^ dry soil aft. wash -? dish, g 409.4 <br />1/2" 42001 % 46.7 <br />3/8" Moisture Content <br />#4 dish ID d <br />#8 mass. cf dish, Q 164.1 <br />#10 •vet soil + dish 2 686.5 <br />#16 dry soil + dish, 2 624.5 <br />#30 Moisture Content (°%) 13.5 <br />#40 Atterbera Limits (D 4318 & T 89/T90) <br />#50 Liquid Limit (LL) 34 <br />#100 Plastic Limit (PL) 12 <br />#200 245.3 53.3 46.7 Plasticity Index (PI) 22 <br />Total 460.4 crams <br />- t LL <br />Criteria: <br />Pan ? P[ <br />S li t Gradation Sample Mass Remarks: <br /> wet d % <br />Total Mass, <br />+#4 Mass, <br />-#4 Mass, g <br /> <br />In-Situ Densi ty (Unit Weight) <br />diameter, in. height (in. sample mass, <br />diameter, in. height (in. sample moisture content, % 13.5 <br />diameter, in. height (in. sample mass, <br />[ <br />diameter, in. - <br />height (in.) wet density unit weight), cf <br />avg. diameter avg. height in-situ dry density (unit weight), pcf <br />Rev. 1/31/06 822633, 822635-822641