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3301 SEAWAY BLVD Geotech Report 2022-10-25
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3301 SEAWAY BLVD Geotech Report 2022-10-25
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Last modified
10/25/2022 11:21:11 AM
Creation date
6/4/2019 11:15:49 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
3301
Address Document Type
Geotech Report
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Particle Size Distribution Report <br /> c <br /> C C C C .0 uS 0 0 Qa ii s� 0 0 0 a 0 <br /> i Vt <br /> 100 1. -,.1 * 1 s �� i �1 I` 1 1 1 1 <br /> l I I ! ' I I 1 11 1 <br /> immoo90 ... <br /> } I I I ■ ■ A 1 i 1- I I' I <br /> 1 I I <br /> II 11 1 1 L 1 I 1 <br /> I I ! 1 1 1 I 1 I I 11 I <br /> 80 <br /> - I I I i -- --, r _1 11 -1 " ' 4 <br /> I, 11 I 1 11, I 1 1 1 1 1 <br /> 70 1 1 1 I . . . 1 I I I I I I <br /> I I V I I I I I t I I I I" I <br /> 11111 I I I I I I <br /> ce w 60 I I 1 1 1 1„ 1 I 1 1. I' I <br /> ZII II I I I I I I <br /> LT. I' 1` 11111 I 1 I C 1 I 1 <br /> z 50 I IIII 1 I 1' 1 1', I -_ <br /> W. I, 41 1 1 I I 1 I I 1 i I <br /> I. 1 1 1 I 1 1 1 I 1 11 I <br /> 04 <br /> a0 _ I I ,L I 1 ,1 11 1 (1 1 i I I _I <br /> 0. 1 I I ' ll 11 1 I I I AI1 <br /> I 1 I 1 1; I I ■ I. 1 <br /> 30 I i_ 1 I 1 I 1, 1 1, .. , l C l I <br /> I C 1 I I I 1 i , C I 1' I I <br /> I 1 11111 I 1 I e ■ I 1 <br /> 20 1 ., 11 I <br /> 11. i i I s 1 <br /> i <br /> 1 1 11. I 1 <br /> 1 1 1 <br /> 11 11 I If 1 I . <br /> 10 PJIJII P ! I 1 ( T <br /> I I 1 ' 11 11 1 I V I I I <br /> I I 11111 I I I I 11 1 <br /> 0 1 I 1 1 1 1' 1 1 _ ...1 1 1 I I P <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE-mm. <br /> +3„ %Gravel %Sand %Fines <br /> % Coarse Fine Coarse Medium - Fine Silt I Clay <br /> o 0.0 0.0 0.7 1.0 51.2 34.2 12.9 <br /> ❑ 0.0 6.5 1.6 1.8 I 38.6 32.4 19.1 <br /> Q 0.0 0.0 4.7 2.2 I 30.3 32.8 30.0 <br /> LL PL DSS D60 D50 D30 D15 D<1.0 Cc CU <br /> O 0.7903 0.5232 0.4465 0.2917 0.1080 <br /> O 1.0723 0.5195 0.4091 0.2036 <br /> O 0.8893 0.3874 0.2668 0.0750 <br /> f <br /> Material Description USCS AASHTO <br /> o Silty SAND SM <br /> • Silty SAND SM <br /> A Silty SAND SM <br /> Project No. T-7342 Client: Bertch Captial Parteners Remarks: <br /> Project: Seaway Center oTested on 1/5/2016 <br /> Everett,Washington °Tested on 1/5/2016 <br /> o Location:Test Pit TP-3 Depth: 8 Sample Number: 1 ATested on 1/5/2016 <br /> ❑ Location: Test Pit TP-5 Depth: 5 Sample Number: 1 <br /> A Location: Test Pit TP-7 Depth: 6.5 Sample Number: 2 <br /> Terra Associates, Inc. <br /> Kirkland,WA Figure A-17 <br /> Tested By: FQ <br />
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