Laserfiche WebLink
J.A. Cesare & Associates, Inc. / Construction Technical Services C <br />7108 South Alton Way, Bldg. B lLm <br />tennial, Colorado 80112 <br />Cen <br />Phone: (303) 220-0300: Fax: (303) 220-0442 <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: 822637 Reviewer: W. S. Bruce, S.E.T. <br />Sample Location: BA-11 @ 0-8 Feet <br />Description: CLAY, sandy, moist, brown <br />AASHTO -NI 145 Classification: A-6 Group Index: 14 <br />Unified Soil Classification System <br />(ASTIt D 2487): (CL) Sandy lean clay <br />Sieve Analysis (ASTM C 136 & AASHTO T 27) 4200 Wash (D 1140, C 1 17 & T 11) <br />sieve size accum. mass, g % retained % passing Criteria dish ID g <br />3^ dish mass, 0 165.9 <br />2" wet soil bef. wash + dish. s 662.4 <br />ill dry soil be f. wash = dish, g 593.1 <br />3/4^ drf soil aft. wash - dish. s 295.4 <br />1/2° -#200. % 69.7 <br />3/8" lioisture Content <br />#4 dish ID g <br />#8 mass. of dish, g 165.9 <br />#10 wet soil + dish, g 662.4 <br />#16 drv soil ? dish. Q 593.1 <br />#30 Moisture Content (%) 16.2 <br />#40 Atterberg Limits (D 4318 & T 89/T907 <br />#50 Liquid Limit (LL) 39 <br />#100 Plastic Limit (PL) 15 <br />#200 129.5 30.3 69.7 Plasticity Index (PI) 24 <br />Total 427.2 crams LL <br />Criteria: <br /> <br />Pan PI <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. sam le mass, <br />diameter, in. height in. sample moisture content, % 16.2 <br />diameter, in. height (in.) dry sample mass, <br />diameter, in. height (in.) wet density unit weight), cf <br />avg. diameter avg. height in-situ dry density (unit weight), pcf <br />Rev. 1/31106 822633,822635-822641