Laserfiche WebLink
Laboratory <br />Blow <br />Sawle <br />Depth, <br />Q. <br />Driller: Cascade Drilling, Tacoma, Washington <br />Test <br />Count <br />b , <br />Sample <br />A <br />Rig: CME 75 H.S.A. MP Observer: Pat Reed <br />Results <br />Typa <br />Interval <br />F-- <br />Date Drilled: 2JUL99 Total Depth: 31.5 ft. <br />(Fxt) <br />u) <br />Elevation: <br />Ur <br />Location: South of Champion Bolt Building. <br />Description <br />8-3 <br />Very loose, moderate yellowish b• & a silty <br />ntc:3o.7^r <br />1/1/I <br />SS-1 <br />sandy GRAVEL, moist, angular, with asphalt, <br />2/4/7 <br />SS-2 <br />5 <br />brick, wood debris. (Fill) GM. <br />LL 41 w <br />PI: 51; <br />3/5/8 <br />SS-3 <br />15' <br />2/5/6 <br />SS-4 <br />Stiff moderate yellowish brown sandy silty CLAY, <br />ss <br />2/3/4 <br />SS-5 <br />moist, trace gravel and wood debris, Morded ,vith <br />ntc: 37.2e; <br />2/3/4 <br />SS-6 <br />10 <br />bluish gray silt and oxidation zones. CL. K or <br />water at 7 ft. More layered at 7 ft. Grades sandier <br />toward base. <br />15 <br />3/4/6 <br />SS-7 <br />Very dense olive gray SAND, trace silt, trace <br />20 <br />gravel, moist, with 1/2-1" layers of fine sand and <br />silty sand. Medium grained, poorly graded, angular <br />MC 11.4% <br />10/17/20 <br />SS 8 <br />[ <br />to subangular, gravel subrounded. (Till) SW. <br />25 <br />10/I5/17 <br />SS-9 <br />Hard, yellowish brown clayey, sandy SILT, moist, <br />with interlaycrs of moderate gray silt, and oxidized <br />fine sand lenses 1/8" or less. (Glacioluscuslrine), <br />30 <br />ML. <br />18/25128 <br />SS- <br />"F <br />10 <br />Total Depth = 31.5 ft. SWL not recorded. Boring <br />35 <br />backfrlled with bentordte to within 3 feet of ground <br />surface. Cement placed from 3 feet to surface. <br />40 <br />45 <br />Milbor-Pita & Associates <br />Everett Intermodal <br />Figure 6 <br />r" `al' Tu 1. no <br />1.m„ Comu�t <br />Station <br />Boring Log, MP-6 <br />Everett, Washington <br />Page 1 of 1 <br />rob No. SC 130 W—Dau_ <br />