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3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
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3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
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Last modified
10/25/2022 1:45:24 PM
Creation date
5/18/2021 2:08:17 PM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3400
Notes
Memorandum and Response to City Comments
Address Document Type
Geotech Report
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0 A BLOW COUNT INSTALLATION AND <br /> — (3 wz <br /> F-H Z COMMENTS <br /> DEPTH u MATERIAL DESCRIPTION •MOISTURE CONTENT% <br /> >w I— 2 <br /> FEET 1 1.2j tf, .‹ [FM RQD% 17.7J CORE REC% <br /> cc w <br /> 0 0 <br /> 19.250 100 <br /> Medium dense,dark brown, silty SAND <br /> - with gravel and debris (brick) (SM); <br /> moist,fine to medium, gravel is fine to <br /> coarse - FILL. <br /> 5 <br /> • 5 <br /> 01 <br /> E <br /> -0 <br /> very dense,with organics (large piece of 18-56/6A <br /> wood),without debris at 1 0.0 feet <br /> - sz. <br /> Soft, gray SILT with sand (ML),trace 13.0 <br /> - organics; wet, sand is fine. <br /> 15— <br /> 2 • <br /> 20— <br /> medium stiff at 20.0 feet [ 6 <br /> A • <br /> Wood in cuttings. <br /> 25— <br /> DD—96 pcf <br /> DD p • <br /> CON <br /> 11 • <br /> 30— <br /> trace organics at 30.0 feet <br /> • <br /> _ -13.8 <br /> Loose,gray SAND with silt (SP-SM),trace 33.0 <br /> - organics;wet, fine. <br /> 1-• <br /> I <br /> 0 <br /> o <br /> LLI -• • <br /> " • <br /> - Medium dense, gray SAND with silt(SP- <br /> L's SM);wet,fine to medium. <br /> 40 3 0 50 100 <br /> DRILLED BY:Holocene Drilling,Inc. LOGGED BY:TAP COMPLETED:06/23/15 <br /> 0 <br /> BORING METHOD:mud rotary(see document text) BORING BIT DIAMETER:4 1/4 inches/3 7/8 inches <br /> O)1' <br /> GEO D ES I G Nu POLYGON-128-01 BORING B-1 <br /> F2 15575 SW Sequoia Parkway-Suite 100 AUGUST 2015 EVERETT RIVERFRONT ECLIPSE SITE <br /> Portland OR 97224 FIGURE A-1 <br /> Off 503.968.8787 Fax 503.968.3068 EvERETT,WA <br />
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