Laserfiche WebLink
<br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br />GRAIN SIZE DISTRIBUTION TEST DATA Test No.: 4 <br />Date: OCTOBER 15, 1993 <br />Project No.: 14725 <br />Project: SAN LUIS/BMG <br />seev--==----------=s=====-__-_-__-===-s===--====s==-=._=====v==-c=vcc-_=s==-=sv <br />Sample Data <br />Location of Sample: AC-14(12-18")L479.0 <br />Sample Description: SILTY SAND WITH GRAVEL <br />USCS Class: SM Liquid limit: <br />AASHTO Class: Plasticity index: <br />------------------------------------------------------------------------------- <br />-°--------------------------------- Notes <br />------------------------------------- <br />Remarks: <br />Fiq. No.. <br />Mechanical Analysis Data <br />------------------------------------------------------------------------------- <br /> Initial <br /> Dry sample and tare= 2191.30 <br /> Tare = 353.70 <br />' Dry sample weight 1837.60 <br /> Sample split on number 4 siev e <br /> Split sample data: <br />' Sample and tare = 293.8 Ta re 123.5 <br /> Cumulative weight retained tare= 123.5 <br /> Tare for cumulative weight re tained= 353.7 <br />' Sieve Cumul. Wt. Percent <br /> retained finer <br /> 1.5 inches 353.70 100.0 <br /> 0.75 inches 386.00 98.2 <br />' 0.375 inches 557.70 88.9 <br /> / 4 653.20 83.7 <br /> f 8 129.30 80.9 <br />' f 16 135.30 77.9 <br /> { 30 142.00 74.6 <br /> f 50 157.30 67.1 <br />' / 100 197.10 47.5 <br /> # 200 240.00 26.4 <br />$ + 3 in. 0.0 <br />$ FINES = 26.4 <br />D85= 6.17 D60= <br />D30= 0.0835 <br />1 <br />Sample weight 170.3 <br />----------------------------------------------------------- <br />Fractional Components <br />----------------------------- ---- <br />$ GRAVEL 16.3 $ SAND = 57.3 <br />0.223 D50= 0.161 <br /> <br />