Analysio Ho 



jgyACH y. iKftlC'l bO,\K3-S;;i)ICTlT ANALYSIS 

 peld sample no Collected by Dato/.V.'T^f:?^ 



hoiuarks .. ." 



^,) <;f7l SmVS AN.UiYSIS Or SAND ^ , O "^ . 7 ^ 



VJcicht o.f sample .TL.f:.:...-^..^ tr. Analyzed by „.._r.....k:.._ Ihtc _... Ji ._l^:^...:.Z_..rr 



STATISTICAL V/:1UES SPECIHC GMVirY 



ISedian diameter _ ._ nm. T78icht of flask _ E^^* 



Geometric moan diam. „. ma. T/t. of flas); & sand _ gis 



Phi standard doviation Vfeight of sand _ _.... gr» 



Effective size ...mm. V^t. flas'.c, sand i: TCiter _ gr. 



Uniforndty coefficient _ Vfto (volume) of ^7ater _ gr. (cc.) 



Abrans fineness p.odulua Voluiio of sand. cc» 



D 25/i mm. D 75^ trjn. Tewparature of ^^tcr ..*'0 



Sorllnc cocfficie.it , Absoluts specific Gravity gy./cc. 



Sieving tin.s _ min. Dry spofcific grairity. gr./cc. 



Coaputcd by _ Date Analyzed by _ Dato 



SK£ri., ci-'iT, siij h ono.wic iiATrnn /ji.vlisis 



/^iGht of c;.-.pty "bcakor e>'' 



^ -ic'it of filter pap.T er* 



T^cipht of test sar.plo _ cr* 



Vt. b & s. after IJCX. pr. 



Uci(Jit of sand cr. 



IVt. silt, clay h. ore* w. c^^* 



Troi;;lit of r,holl . _ „ . f.r. 



Per cent ( /» ) t-^ixA 



Per cent ( % ) sluU 



Per cent ( 1^ ) silt 



% Cl;< y & or,'anic catter . 



Analy7.3d by , 



Ksitarka 



Qito. 



Figure A-10. BEB sediment analysis form. 



62 



