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I <br /> Particle Size Distribution Report <br /> I 000 <br /> • <br /> 100 I 1N I l 1 I I 1 I l l <br /> I I I I I i I I I I 1 I <br /> I I I I I I I I I 1 1 <br /> 90 -• --i-_---i` I 1 1 I 1 - I 1-1--1-1--"_ -_--- ----------- -- <br /> I 1 1 I Y I I I I I <br /> III I I I I I <br /> 80 I ■ 1 1 ----�--- - - 1 i 1 I -- - __- - <br /> I I I I I <br /> I I I I I I I I I <br /> �o- I I t • - tf - t- e t---t_ - -- -- <br /> I I I 1 I <br /> I I I I I I <br /> Iw 60-- ' t I I -1 --t---f-t-~t~-- <br /> Z -----I I I I I I I I <br /> ri <br /> I I I I I 1 1 1 1 <br /> I- 50 +_------F---I--- I I ■ I --f- -{ H---}~-.---- ---- - <br /> I w I I I I I I I I <br /> w I I l I • - <br /> I I I I I <br /> a 40 I I I •-- <br /> I I I I I <br /> I I I I I I I I <br /> I I I I I I I I <br /> 30- - 1-+---1---4---1--1-• A <br /> ■ <br /> I I I I I 1 1 I <br /> I I I I I . 1 1 II <br /> 20 a -1 1 .1 1 1 . 1 . <br /> I I I I I I I I I <br /> I I I II I I I I I <br /> 10 I . 1 J . I I , 1 1 I I 1, <br /> I I f I I I I I I ■ I I <br /> I I I I I I I I I ■ <br /> o I I I J I ► I ► ► I I I <br /> 100 10 1 0.1 0.01 0.001 <br /> IGRAIN SIZE-mm. <br /> %Gravel %Sand %Fines <br /> %+3.. Coarse Fine Coarse Medium Fine Silt Clay <br /> I 0 0.0 0.0 4.2 4.3 10.4 16.8 64.3 <br /> 0 <br /> 0.0 36.5 24.4 9.8 18.3 6.7 4.3 <br /> O 0.0 33.9 14.2 10.0 18.5 8.9 14.5 <br /> Colloids LL PL D85 D60 D5p D30 D15 D10 Cc Cu <br /> o 0.6566 <br /> o 46.3253 16.0983 9.5787 2.1418 0.5912 0.3827 0.74 42.07 <br /> I 0 37.6808 11.8244 3.9974 ~0.7414 0.0943 <br /> Material Description USCS AASHTO <br /> o Sandy Silt with trace gravel ML/SM <br /> ID Sandy Gravel GP <br /> A Silty Sand with gravel SM <br /> 'Project No. T-7332 Client: Site Development Associates Remarks: <br /> I Project: Everett Parking <br /> o Location: Test Hole TH-2 Depth: 3 feet <br /> ❑ Location: Test Hole TH-3 Depth: 3 feet <br /> Io Location: Test Hole TH-4 Depth: 2 feet <br /> Date: o ❑ o <br /> Terra Associates, Inc. <br /> IKirkland, WA Figure 7 <br />