Laserfiche WebLink
<br />GRAIN SIZE DISTRIBUTION TEST DATA Test No.: 13 <br />Date: OCTOBER 15, 1993 <br />Project No.: 14725 <br />' Project: SAN LUIS/BMG <br />-- ------ -- ----------- <br />---------------------------------------------------------------- <br />------Sample Data <br />---------------------------- ------------------------ <br />Location of Sample: AC-11(00-06")L474,0 <br />' Sample Description: SILTY SAND WITH GRAVEL <br />USCS Class: SM Liquid limit: <br />AASHTO Class: Plasticity index: <br />---------------------------------------------------------------- <br />-------------------------------------Notes <br />Remarks: <br />' Fiq. No.. <br />------------------------------------------------------------------------------- <br />' ----- Mechanical Analysis Data <br />Initial <br />Dry sample and tare= 1015.80 <br />Tare = 346.80 <br />Dry sample weight 669.00 <br />Sample split on number 4 sieve <br />Split sample data: <br />Sample and tare = 536.5 Tare = 260.4 Sample weight 276,1 <br />Cumulative weight retained tare= 260.4 <br />Tare for cumulative weight retained= 346.8 <br />' Sieve Cumul. Wt. Percent <br />retained finer <br />0.75 inches 346.80 100.0 <br />1 0.375 inches 402.10 91.7 <br />f 4 457.80 83.4 <br />f 8 278.70 77.9 <br />f 16 294.90 73.0 <br />f 30 312.80 67.6 <br />f 50 349.20 56,6 <br />f 100 420.50 35.0 <br />' f 200------------477_90-------17_7 <br />Fractional Components <br />------------------------------------------------------------------------------- <br />' $ + 3 in. = 0.0 i GRAVEL = 16.6 $ SAND = 65.7 <br />$ FINES = 17.7 <br />' D85= 5.50 D60= .. 0.343 D50= 0.236 <br />D30= 0.1240 <br /> <br />1 <br />